Site work for a water / sewer project in Sanger, California. Completed plans call for site work for a water / sewer project.

The work is to replace approximately 10,750 feet of sewer lines at ten locations. The contract time is 180 calendar days from the date of the Notice to Proceed. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Cost Estimate for the Base Bid is $2.1 - $2.2 Mil. The Work of this Contract in the Base Project includes the construction of capital improvements for the Pebble Beach Community Services District (PBCSD) (Owner) consisting of replacement of existing sewer mains primarily by pipe bursting method, but also limited length by open cut construction. The total sewer main replacement in the Base Bid is approximately 10,605 LF; the total sewer main replacement in all the Optional Bid Items could be potentially as much as approximately 2,470 LF. Project elements in the Work include the following: 1. Mobilization and demobilization of the Contractor's work forces and compliance with the requirements as specified for the Work. 2. Replacement of existing 8-inch diameter gravity sewer mains (#5464, #5488 and #5447, Terracotta/VCP)) located in Rodeo Road with new 8-inch diameter HDPE main by means of the pipe bursting method (approximately 595 lineal feet (LF) total of new 8-inch diameter main-individually 225 LF, 200 LF and 170 LF, respectively), including connection of new sewer line to existing (3) and new (1) manholes -Drawing P-1. 3. Construction of new 8-inch diameter PVC gravity sewer main (#5488A, #5488B, #5488C and #5466A) in Rodeo Road by means of the open trench/cut-and-cover method (approximately 360 lineal feet total of new 8- inch diameter main-individually 100 LF, 85 LF, 150 LF and 25 LF, respectively), replacing existing main alignment off-street, including connection of new sewer lines to existing (1) and new (3) manholes - Drawing P-1. 4. Replacement of existing 6-inch diameter gravity sewer mains (#5466 and #5462, all Terracotta/VCP) in Vaquero Road with new 8-inch diameter HDPE mains by means of the pipe bursting method (approximately 390 lineal feet total of new 8-inch diameter main) - individually 210 LF and 180 LF, respectively), including connection of new sewer main to existing (3) and new (1) manholes - Drawing P-1. 5. Replacement of existing 8-inch diameter gravity sewer main (#5460, Terracotta) and existing 6-inch diameter (VCP) gravity sewer mains (#5491 and #5462) located in Rodeo Road with new 8-inch diameter HDPE main by means of the pipe bursting method (approximately 1025 lineal feet total of new 8-inch diameter main-individually 200 LF, 350 LF and 475 LF, respectively), including connection of new sewer lines to existing (5) manholes - Drawing P-1 6. Replacement of existing 6-inch diameter gravity sewer mains (#5587, #5588, #5589 and #5591, all VCP) located in Bird Rock Road with new 8-inch diameter HDPE mains by means of the pipe bursting method (approximately 1825 lineal feet total of new 8-inch diameter main - individual segment lengths of approximately 570 LF, 700 LF, 95 LF and 460LF, respectively), including connection of new sewer lines to existing (5) manholes - Drawing P-2. 7. Replacement of existing 6-inch diameter gravity sewer mains (#5552, #5553 and #5555, all VCP) located in Sherman Road with new 8-inch diameter HDPE mains by means of the pipe bursting method (approximately 1120 lineal feet total of new 8-inch diameter main - individual segment lengths of approximately 450 LF, 140 LF and 530 LF, respectively), including connection of new sewer lines to existing (3) manholes and to (1) new cleanout - Drawing P-3. 8. Replacement of existing 6-inch diameter gravity sewer mains (#55102, #5528 and #5530, all VCP) located in an easement between Sherman road and Sloat Road with new 8-inch diameter HDPE main by means of the pipe bursting method (approximately 275 lineal feet total of new 8-inch diameter main - individual segment lengths of approximately 35 LF, 60 LF and 180 LF, respectively), including connection of new sewer lines to existing (4) manholes - Drawing P-3. 9. Replacement of existing 6-inch diameter gravity sewer main (#5522, VCP) located in an easement between Stevenson Drive and Hermitage Road with new 8-inch diameter HDPE main by means of the pipe bursting method (approximately 240 lineal feet of new 8-inch diameter main), including connection of new sewer lines to existing (2) manholes - Drawing P-3. 10. Replacement of existing 6-inch diameter gravity sewer mains (#6517, #6516, #6512 and 6513, all Terracotta) located in Cayuse Road and Stevenson Drive and in an easement between Stevenson Drive and Wranglers Trail with new 8-inch diameter HDPE main by means of the pipe bursting method (approximately 920 lineal feet total of new 8-inch diameter main - individual segment lengths of approximately 200 LF, 275 LF, 145 LF and 300 LF, respectively), including connection of new sewer lines to existing (5) manholes - Drawing P-4.