LJA Engineering, Inc.

Transcription

1 BID OPENING DATE: TABULATION DATE: LJA JOB NO D (9.2) BIDDER'S NAME TOTAL BID AMOUNT 1) CROSTEX CONSTRUCTION, INC. $535, ) BLAZEY CONSTRUCTION SERVICES, LLC $552, ) R CONSTRUCTION CIVIL, LLC $565, * 4) NORTHTEX CONSTRUCTION, LLC $581, * 5) BAY UTILITIES, LLC $583, ) HARRIS CONSTRUCTION COMPANY, LTD. $596, AR TURNKEE CONSTRUCTION COMPANY, INC. SUBMITTED A BID FOR THIS PROJECT, HOWEVER THEIR BID WAS NOT PREPARED ON THE MOST CURRENT BID PROPOSAL FORM AS ISSUED BY ADDENDUM NO. 1 AND THEREFORE, CANNOT BE TABULATED. CALENDAR DAYS - 45/55 I,Taylor Baumgartner, P.E., hereby certify these bid tabulations to be true and correct. 4/13/18 Page 1 of 7 C:\Users\acarothers\AppData\Local\Temp\ _El Dorado Clear Lake City Sec. 14 WS&D_BT_129138

2 BID OPENING DATE: TABULATION DATE: LJA JOB NO D (9.2) ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST WATER ITEMS 1. 6" PVC WATER PIPE, C-900, DR 18, ALL DEPTHS, TO INCLUDE FITTINGS, BEDDING AND 2. 8" PVC WATER PIPE, C-900, DR 18, ALL DEPTHS, TO INCLUDE FITTINGS, BEDDING AND 3. FIRE HYDRANT UNIT, ALL DEPTHS, TO INCLUDE APPROPRIATE TEE, 6" GATE VALVE & BOX, 6" LEAD AND FIRE HYDRANT, BEDDING AND BACKFILL AND TRENCH SAFETY, 4. 6" AWWA GATE VALVE & BOX AND ADJUSTMENTS AS NECESSARY, COMPLETE IN 5. 8" AWWA GATE VALVE & BOX AND ADJUSTMENTS AS NECESSARY, COMPLETE IN 6. REMOVE EXISTING 8" PLUG AND CLAMP AND 2" BLOW-OFF VALVE & BOX, AND CONNECT PROPOSED 8" WATER LINE, INCLUDES ALL NECESSARY ADAPTERS AND CONNECTORS, LF 2,201 $14.55 $32, $20.00 $44, $17.00 $37, LF 901 $18.00 $16, $25.00 $22, $23.00 $20, EA 6 $3, $19, $2, $17, $3, $22, EA 9 $ $5, $ $7, $ $6, EA 5 $ $4, $ $4, $ $4, $1, $1, $ $ $ $ " BLOW-OFF VALVE AND BOX, EA 4 $1, $4, $ $3, $ $3, ADDITIONAL CAST IRON FITTINGS, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 9. UTILITY SPOIL TO BE HAULED, SPREAD AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), TON 2 $1, $2, $1, $2, $1, $2, CY 622 $1.50 $ $3.30 $2, $2.30 $1, TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 3,102 $1.00 $3, $0.10 $ $0.10 $ SUBTOTAL WATER ITEMS $89, $104, $99, SANITARY SEWER ITEMS 1. 8" PVC SEWER PIPE, ASTM D-3034, SDR 26, 0'-12' CUT, TO INCLUDE BEDDING AND 2. 8" PVC SEWER PIPE, ASTM D-3034, SDR 26, 12'-16' CUT, TO INCLUDE BEDDING AND 3. 12" PVC SEWER PIPE, ASTM D-3034, SDR 26, 16'-20' CUT, TO INCLUDE BEDDING AND LF 921 $23.75 $21, $34.00 $31, $31.00 $28, LF 1,107 $27.25 $30, $36.00 $39, $33.00 $36, LF 51 $41.00 $2, $50.00 $2, $85.00 $4, TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 2,079 $1.00 $2, $0.10 $ $0.10 $ STANDARD SANITARY SEWER MANHOLE FOR 6"-24" SANITARY SEWER PIPES, (8' DEPTH), TO INCLUDE INFLOW PREVENTERS, 6. EXTRA DEPTH OF STANDARD SANITARY SEWER MANHOLE, (OVER 8' DEPTH), 7. REMOVE EXISTING 12" SANITARY SEWER PLUG AND CONNECT EXISTING 12" SANITARY SEWER TO PROPOSED 12" SANITARY SEWER, 8. LONG SIDE DOUBLE OR SINGLE 6" PVC PIPE SERVICE LEADS, ASTM 2241, SDR 26, ALL DEPTHS, INCLUDING CEMENT STABILIZED SAND BACKFILL, TRENCH SAFETY, RISER/STACK, WYE, PLUG, MARKER, MANHOLE DROPS, AND ANY NECESSARY FITTINGS, ETC., 1) CROSTEX CONSTRUCTION, INC. 2) BLAZEY CONSTRUCTION SERVICES, LLC 3) R CONSTRUCTION CIVIL, LLC 7 $2, $35, $1, $24, $1, $32, VF 65 $ $13, $ $9, $ $9, $1, $1, $1, $1, $ $ EA 21 $1, $37, $2, $44, $1, $32, SHORT SIDE DOUBLE OR SINGLE 6" PVC PIPE SERVICE LEADS, ASTM 2241, SDR 26, ALL DEPTHS, INCLUDING CEMENT STABILIZED SAND BACKFILL, TRENCH SAFETY, RISER/STACK, WYE, PLUG, MARKER, MANHOLE DROPS, AND ANY NECESSARY FITTINGS, ETC., 10. ADDITIONAL COST FOR SANITARY SEWER BEDDING & BACKFILL FOR UNSATISFACTORY SOIL CONDITIONS (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 4 $ $12, $ $10, $ $13, LF 518 $15.00 $7, $15.00 $7, $15.00 $7, Page 2 of 7

3 BID OPENING DATE: TABULATION DATE: LJA JOB NO D (9.2) 1) CROSTEX CONSTRUCTION, INC. 2) BLAZEY CONSTRUCTION SERVICES, LLC 3) R CONSTRUCTION CIVIL, LLC ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST 11. DEWATERING (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 12. EXTRA CEMENT STABILIZED SAND (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 13. UTILITY SPOIL TO BE HAULED, SPREAD, AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), LF 2,079 $25.00 $51, $25.00 $51, $25.00 $51, CY 20 $50.00 $1, $50.00 $1, $50.00 $1, CY 448 $1.50 $ $4.40 $1, $2.30 $1, " DROP STRUCTURE, ALL DEPTHS, ASTM D-3034, SDR 26, EA 3 $ $1, $ $1, $0.10 $0.30 SUBTOTAL SANITARY SEWER ITEMS $218, $227, $219, * DRAINAGE FACILITIES ITEMS 1. 24" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 2. 30" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 3. 36" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 4. 42" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND LF 932 $51.75 $48, $53.00 $49, $65.00 $60, LF 118 $66.50 $7, $66.00 $7, $80.00 $9, LF 256 $88.75 $22, $92.00 $23, $ $27, LF 224 $ $25, $ $27, $ $32, TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 1,530 $1.00 $1, $0.10 $ $0.10 $ STAGE I - TYPE "B-B" INLET, ALL DEPTHS, INCLUDES TEMPORARY SILT BARRIER FOR STAGE I INLETS, 1 $1, $19, $ $8, $ $10, STAGE II - TYPE "B-B" INLET, 1 $ $5, $ $9, $1, $13, STAGE I - STANDARD (TYPE "H-2") INLET ALL DEPTHS, INCLUDES TEMPORARY SILT BARRIER FOR STAGE I INLETS, EA 2 $1, $3, $ $1, $ $1, STAGE II - STANDARD (TYPE "H-2") INLET, EA 2 $ $1, $ $1, $1, $2, (TYPE "C") MANHOLE FOR 42" STORM SEWER AND SMALLER, ALL DEPTHS, 11. (TYPE "C") MANHOLE FOR 48" TO 72" STORM SEWER, ALL DEPTHS, COMPLETE IN 12. ADDITIONAL COST FOR STORM SEWER BEDDING AND BACKFILL FOR UNSATISFACTORY SOIL CONDITIONS, ALL SIZES & DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 13. DEWATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 14. UTILITY SPOIL TO BE HAULED, SPREAD, AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), 15. BREAK INTO EXISTING MANHOLE AND CONNECT PROPOSED STORM SEWER TO EXISTING MANHOLE, 1 $2, $25, $2, $22, $2, $22, EA 3 $3, $11, $3, $10, $3, $9, LF 158 $15.00 $2, $15.00 $2, $15.00 $2, LF 396 $25.00 $9, $25.00 $9, $25.00 $9, CY 1,256 $1.50 $1, $3.30 $4, $2.30 $2, $ $ $1, $1, $1, $1, REMOVE AND DISPOSE OF EXISTING TYPE "E" INLET TOP AND INSTALL TYPE "C" MANHOLE TOP ON EXISTING MANHOLE, 17. INSTALL AND MAINTAIN REINFORCED FILTER FABRIC FENCE ALONG BACK OF CURB AFTER LOT GRADING AND CURB ARE COMPLETE (AS DIRECTED BY ENGINEER), $1, $1, $1, $1, $2, $2, LF 5,012 $1.25 $6, $1.25 $6, $1.25 $6, Page 3 of 7

4 BID OPENING DATE: TABULATION DATE: LJA JOB NO D (9.2) 1) CROSTEX CONSTRUCTION, INC. 2) BLAZEY CONSTRUCTION SERVICES, LLC 3) R CONSTRUCTION CIVIL, LLC ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST 18. INSTALL AND MAINTAIN FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS (AS DIRECTED BY THE ENGINEER), 19. STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE INCLUDING MAINTAINING EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, 20. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE INSTALLATION AND REMOVAL, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 21. STAGE II INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR PROPOSED AND EXISTING INLETS, 22. HYDROMULCH SEEDING, FINE GRADING AND WATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 23. BROADCAST SEEDING, FERTILIZING, AND WATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 24. TV TESTING OF STORM SEWER, TO INCLUDE CLEANING AND DESILTING AS NECESSARY, 25. INSTALLATION, MAINTENANCE AND REMOVAL OF CONCRETE TRUCK WASHOUT, 26. EXCAVATION, HAULING, GRADING AND HYDROMULCH SEEDING OF SHALLOW GRASS-LINED "V" BOTTOM DRAINAGE SWALE WITH 3 TO 1 SIDE SLOPES AT 0.1% SLOPE, 27. DEMUCK AND FILL EXISTING DRAINAGE SWALE AS INDICATED ON PLANS, LF 3,685 $1.00 $3, $1.00 $3, $1.10 $4, LS 1 $ $ $1, $1, $1, $1, $1, $1, $1, $1, $2, $2, $40.00 $ $85.00 $1, $50.00 $ AC 1.5 $1, $1, $1, $1, $1, $2, AC 13.8 $ $8, $ $8, $ $8, LF 1,583 $5.00 $7, $3.30 $5, $3.50 $5, $ $ $ $ $ $ LF 247 $10.00 $2, $11.30 $2, $7.60 $1, LF 1,170 $4.00 $4, $5.90 $6, $4.80 $5, SUBTOTAL DRAINAGE FACILITIES ITEMS $227, $220, $246, BID SUMMARY SUBTOTAL WATER ITEMS $89, $104, $99, SUBTOTAL SANITARY SEWER ITEMS $218, $227, $219, * SUBTOTAL DRAINAGE FACILITIES ITEMS $227, $220, $246, TOTAL AMOUNT BID $535, $552, $565, * Page 4 of 7

5 BID OPENING DATE: TABULATION DATE: LJA JOB NO. ITEM DESCRIPTION UNIT QTY WATER ITEMS 1. 6" PVC WATER PIPE, C-900, DR 18, ALL DEPTHS, TO INCLUDE FITTINGS, BEDDING AND 2. 8" PVC WATER PIPE, C-900, DR 18, ALL DEPTHS, TO INCLUDE FITTINGS, BEDDING AND 3. FIRE HYDRANT UNIT, ALL DEPTHS, TO INCLUDE APPROPRIATE TEE, 6" GATE VALVE & BOX, 6" LEAD AND FIRE HYDRANT, BEDDING AND BACKFILL AND TRENCH SAFETY, 4. 6" AWWA GATE VALVE & BOX AND ADJUSTMENTS AS NECESSARY, COMPLETE IN 5. 8" AWWA GATE VALVE & BOX AND ADJUSTMENTS AS NECESSARY, COMPLETE IN 6. REMOVE EXISTING 8" PLUG AND CLAMP AND 2" BLOW-OFF VALVE & BOX, AND CONNECT PROPOSED 8" WATER LINE, INCLUDES ALL NECESSARY ADAPTERS AND CONNECTORS, LF 2,201 LF 901 EA 6 EA 9 EA " BLOW-OFF VALVE AND BOX, EA 4 8. ADDITIONAL CAST IRON FITTINGS, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 9. UTILITY SPOIL TO BE HAULED, SPREAD AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), TON 2 CY TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 3,102 SUBTOTAL WATER ITEMS SANITARY SEWER ITEMS 1. 8" PVC SEWER PIPE, ASTM D-3034, SDR 26, 0'-12' CUT, TO INCLUDE BEDDING AND 2. 8" PVC SEWER PIPE, ASTM D-3034, SDR 26, 12'-16' CUT, TO INCLUDE BEDDING AND 3. 12" PVC SEWER PIPE, ASTM D-3034, SDR 26, 16'-20' CUT, TO INCLUDE BEDDING AND LF 921 LF 1,107 LF TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 2, STANDARD SANITARY SEWER MANHOLE FOR 6"-24" SANITARY SEWER PIPES, (8' DEPTH), TO INCLUDE INFLOW PREVENTERS, 6. EXTRA DEPTH OF STANDARD SANITARY SEWER MANHOLE, (OVER 8' DEPTH), 7. REMOVE EXISTING 12" SANITARY SEWER PLUG AND CONNECT EXISTING 12" SANITARY SEWER TO PROPOSED 12" SANITARY SEWER, 8. LONG SIDE DOUBLE OR SINGLE 6" PVC PIPE SERVICE LEADS, ASTM 2241, SDR 26, ALL DEPTHS, INCLUDING CEMENT STABILIZED SAND BACKFILL, TRENCH SAFETY, RISER/STACK, WYE, PLUG, MARKER, MANHOLE DROPS, AND ANY NECESSARY FITTINGS, ETC., 7 VF 65 EA D (9.2) 4) NORTHTEX CONSTRUCTION, LLC 5) BAY UTILITIES, LLC 6) HARRIS CONSTRUCTION COMPANY, LTD. UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST $17.00 $37, $17.12 $37, $14.25 $31, $19.00 $17, $21.40 $19, $18.00 $16, $3, $19, $3, $19, $3, $20, $ $5, $ $5, $ $5, $1, $5, $1, $5, $ $4, $2, $2, $ $ $ $ $ $2, $ $3, $ $2, $1, $2, $1, $2, $1, $2, $3.60 $2, $1.07 $ $3.00 $1, $0.10 $ $1.07 $3, $1.00 $3, $93, $97, $88, $24.84 $22, $28.89 $26, $31.50 $29, $27.34 $30, $32.10 $35, $33.75 $37, $36.00 $1, $48.15 $2, $48.15 $2, $0.10 $ $1.07 $2, $1.50 $3, $2, $39, $2, $36, $2, $42, $ $8, $ $10, $ $11, $2, $2, $ $ $ $ $1, $28, $2, $44, $2, $55, SHORT SIDE DOUBLE OR SINGLE 6" PVC PIPE SERVICE LEADS, ASTM 2241, SDR 26, ALL DEPTHS, INCLUDING CEMENT STABILIZED SAND BACKFILL, TRENCH SAFETY, RISER/STACK, WYE, PLUG, MARKER, MANHOLE DROPS, AND ANY NECESSARY FITTINGS, ETC., 10. ADDITIONAL COST FOR SANITARY SEWER BEDDING & BACKFILL FOR UNSATISFACTORY SOIL CONDITIONS (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 4 LF 518 $ $11, $ $13, $ $8, $15.00 $7, $15.00 $7, $15.00 $7, Page 5 of 7

6 BID OPENING DATE: TABULATION DATE: LJA JOB NO. ITEM DESCRIPTION UNIT QTY 11. DEWATERING (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 12. EXTRA CEMENT STABILIZED SAND (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 13. UTILITY SPOIL TO BE HAULED, SPREAD, AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), LF 2,079 CY 20 CY " DROP STRUCTURE, ALL DEPTHS, ASTM D-3034, SDR 26, EA 3 SUBTOTAL SANITARY SEWER ITEMS DRAINAGE FACILITIES ITEMS 1. 24" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 2. 30" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 3. 36" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND 4. 42" RCP STORM SEWER, C-76, CLASS III, ALL CUTS, TO INCLUDE BEDDING AND LF 932 LF 118 LF 256 LF TRENCH SAFETY SYSTEM, ALL DEPTHS, LF 1, STAGE I - TYPE "B-B" INLET, ALL DEPTHS, INCLUDES TEMPORARY SILT BARRIER FOR STAGE I INLETS, 1 7. STAGE II - TYPE "B-B" INLET, 1 8. STAGE I - STANDARD (TYPE "H-2") INLET ALL DEPTHS, INCLUDES TEMPORARY SILT BARRIER FOR STAGE I INLETS, EA 2 9. STAGE II - STANDARD (TYPE "H-2") INLET, EA (TYPE "C") MANHOLE FOR 42" STORM SEWER AND SMALLER, ALL DEPTHS, 11. (TYPE "C") MANHOLE FOR 48" TO 72" STORM SEWER, ALL DEPTHS, COMPLETE IN 12. ADDITIONAL COST FOR STORM SEWER BEDDING AND BACKFILL FOR UNSATISFACTORY SOIL CONDITIONS, ALL SIZES & DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 13. DEWATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 14. UTILITY SPOIL TO BE HAULED, SPREAD, AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (WITHIN PROJECT LIMITS), 15. BREAK INTO EXISTING MANHOLE AND CONNECT PROPOSED STORM SEWER TO EXISTING MANHOLE, 1 EA 3 LF 158 LF 396 CY 1, D (9.2) 4) NORTHTEX CONSTRUCTION, LLC 5) BAY UTILITIES, LLC 6) HARRIS CONSTRUCTION COMPANY, LTD. UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST $25.00 $51, $25.00 $51, $25.00 $51, $50.00 $1, $50.00 $1, $50.00 $1, $3.60 $1, $1.07 $ $3.00 $1, $ $2, $ $2, $ $1, $210, $235, $253, $54.60 $50, $62.00 $57, $63.65 $59, $ $12, $79.00 $9, $75.15 $8, $ $30, $ $30, $ $26, $ $31, $ $33, $ $37, $0.10 $ $1.07 $1, $1.50 $2, $ $10, $ $10, $ $9, $1, $15, $1, $15, $1, $13, $ $1, $ $1, $ $1, $1, $2, $1, $2, $1, $2, $3, $39, $2, $27, $1, $21, $4, $13, $3, $9, $4, $14, $15.00 $2, $15.00 $2, $15.00 $2, $25.00 $9, $25.00 $9, $25.00 $9, $3.60 $4, $1.07 $1, $3.00 $3, $1, $1, $ $ $ $ REMOVE AND DISPOSE OF EXISTING TYPE "E" INLET TOP AND INSTALL TYPE "C" MANHOLE TOP ON EXISTING MANHOLE, 17. INSTALL AND MAINTAIN REINFORCED FILTER FABRIC FENCE ALONG BACK OF CURB AFTER LOT GRADING AND CURB ARE COMPLETE (AS DIRECTED BY ENGINEER), LF 5,012 $2, $2, $ $ $ $ $1.95 $9, $1.44 $7, $1.30 $6, Page 6 of 7

7 BID OPENING DATE: TABULATION DATE: LJA JOB NO. ITEM DESCRIPTION UNIT QTY 18. INSTALL AND MAINTAIN FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS (AS DIRECTED BY THE ENGINEER), 19. STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE INCLUDING MAINTAINING EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, 20. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE INSTALLATION AND REMOVAL, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 21. STAGE II INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR PROPOSED AND EXISTING INLETS, 22. HYDROMULCH SEEDING, FINE GRADING AND WATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 23. BROADCAST SEEDING, FERTILIZING, AND WATERING, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), 24. TV TESTING OF STORM SEWER, TO INCLUDE CLEANING AND DESILTING AS NECESSARY, 25. INSTALLATION, MAINTENANCE AND REMOVAL OF CONCRETE TRUCK WASHOUT, 26. EXCAVATION, HAULING, GRADING AND HYDROMULCH SEEDING OF SHALLOW GRASS-LINED "V" BOTTOM DRAINAGE SWALE WITH 3 TO 1 SIDE SLOPES AT 0.1% SLOPE, 27. DEMUCK AND FILL EXISTING DRAINAGE SWALE AS INDICATED ON PLANS, SUBTOTAL DRAINAGE FACILITIES ITEMS BID SUMMARY SUBTOTAL WATER ITEMS SUBTOTAL SANITARY SEWER ITEMS SUBTOTAL DRAINAGE FACILITIES ITEMS TOTAL AMOUNT BID LF 3,685 LS 1 6 AC 1.5 AC 13.8 LF 1,583 LF 247 LF 1, D (9.2) 4) NORTHTEX CONSTRUCTION, LLC 5) BAY UTILITIES, LLC 6) HARRIS CONSTRUCTION COMPANY, LTD. UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST $1.40 $5, $1.23 $4, $1.00 $3, $1, $1, $1, $1, $ $ $1, $1, $1, $1, $1, $1, $60.00 $ $53.00 $ $50.00 $ $1, $1, $1, $2, $2, $3, $1, $19, $ $8, $ $8, $3.00 $4, $2.14 $3, $3.00 $4, $ $ $ $ $ $ $4.50 $1, $11.00 $2, $12.00 $2, $3.00 $3, $3.21 $3, $2.50 $2, $277, $250, $254, $93, $97, $88, $210, $235, $253, $277, $250, $254, $581, * $583, $596, Page 7 of 7

8 BID TABULATION ROUTING FORM To: From: TAYLOR BAUMGARTNER Date: Job Number: D (9.2) Project Name: Bid Date: Attachments: Notes: Bid Tabulation Bids Other: PLEASE REVIEW AND SEAL THE BID TAB, CHECK ONE OF THE OPTIONS BELOW, AND RETURN ALL ITEMS TO CAG Prepare Recommendation of Award Letter for low bidder Prepare Notice of Award Letter for Low Bidder Anticipated Award Letter Based on actions Taken at District Meeting on: (Date) Prepare Contracts for Low Bidder Hold until further notice Other/Special Instructions: