1 NAICS 237110 MOBILIZATION FOR CONSTRUCTION. FOR A LUMP SUM PRICE OF: EVALUATION QUANTITY: 1 EVALUATION AMOUNT: $100,000 2 1 ALL FOR NAICS 237110 REMOVE EXISTING 3/4-INCH CEMENT MORTAR LINING FROM 99-INCH AND 120-INCH WELDED STEEL PIPE, FROM STATION 0+00 TO STATION 9+65.20 AND FROM STATION 100+00 TO STATION 100+51.50 (SEE DRAWING NUMBER D-06070-T-101), DURING THE SHUTDOWN PERIODS DEFINED IN SUBARTICLE 3B OF SECTION F1A. FOR A LUMP SUM PRICE OF: PRICES FOR ADDITIONAL WORK - OPTION ITEMS 3 THROUGH 6 THE BIDDER SHALL QUOTE IN THE ERSP SYSTEM THE PRICE TO FURNISH ADDITIONAL WORK, AS REFERRED TO IN ARTICLE 6 OF DIVISION B1 AND SECTION F01270. THE SAME UNIT PRICES SHALL BE USED TO CALCULATE CREDIT FOR ANY REDUCED OR ELIMINATED PORTIONS OF COMPARABLE LUMP SUM CONTRACT WORK. 3 NAICS 237110 ADDITIONAL MOBILIZATIONS FOR CONSTRUCTION, IN CASE LADWP PUTS THE LAR OUTLET LINE BACK INTO SERVICE DUE TO AN EMERGENCY DURING SHUTDOWN PERIOD 1 OR SHUTDOWN PERIOD 2 AS DEFINED IN SUBARTICLE 3B OF SECTION F1A, FOR LUMP SUM PRICE OF: EVALUATION QUANTITY: 1 EVALUATION AMOUNT: $100,000 4 1 ALL FOR NAICS 237110 REMOVE EXISTING 3/4-INCH CEMENT MORTAR LINING FROM 99-INCH AND 120-INCH WELDED STEEL PIPE, FROM STATION 0+00 TO STATION 9+65.20 AND FROM STATION 100+00 TO STATION 100+51.50 (SEE DRAWING NUMBER D-06070-T-101), DURING THE SHUTDOWN PERIOD 2 DEFINED IN SUBARTICLE 3B OF SECTION F1A. FOR AN ADDITIONAL LUMP SUM PRICE OF (MUST BE EQUAL TO OR GREATER THAN ZERO): 5 1 ALL FOR NAICS 237110 REMOVE EXISTING 3/4-INCH CEMENT MORTAR LINING FROM 99-INCH AND 120-INCH WELDED STEEL PIPE, FROM STATION 0+00 TO STATION 9+65.20 AND FROM STATION 100+00 TO STATION 100+51.50 (SEE DRAWING NUMBER D-06070-T-101), DURING THE SHUTDOWN PERIOD 3 DEFINED IN SUBARTICLE 3B OF SECTION F1A. FOR AN ADDITIONAL LUMP SUM PRICE OF (MUST BE EQUAL TO OR GREATER THAN ZERO): 6 100 LINEAR FOOT NAICS 237110 REMOVE ADDITIONAL 3/4-INCH CEMENT MORTAR LINING FROM 120-INCH WELDED STEEL PIPE UP TO 100 LINEAR FEET IN ADDITION TO THE LIMITS SHOWN IN DRAWING NUMBER D-06070-T-101. FOR A PRICE PER LINEAR FOOT OF:
