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<br />Mobilization and Demobilization was bid at 554,000 lump sum price with no measurement <br />and payment and the OWNER has paid this amount. No additional money is due the <br />CONTRACTOR for this item. . <br />Item # S Amount -,88670.00 /r'A ~ ' ~~ <br />In change ceder #2 dated 5-26.94, DMG deleted from the contract line item #12A-East Pit <br />Channel with erasion ma; #12B-East Pit Channel with erasion mat and nprap and #12D-3 <br />each drop stntctuns CWL acbtowledges their right to delete these items and didnY proceed <br />further with this work However, CWL did refuse to sign this dwr;ge order as this work was <br />partially completed and CWL had made substantial efforts to complete this work <br />The General Conditions 1993 General Bid Specifications #20, estimated quantiticg 3rd <br />parc;graph states the contract Write & time for completion of work will be adjusted accorrJirgly <br />by mutual agreement, for a deletion. They deleted $11,300.00 of work of which CWL had <br />completed $8,670.00. CWL is not demanding anticipated profits, just payment for the work <br />performed <br />Response: Substantial work was not completed under Bid Invitation Special Condition Task <br />12. The OWNER has never received any documentation of costs incurred by the contractor <br />for any deleted work. Work on Task 12 included the following items: <br />12a) Channel With Erosion Mat. 100 lineaz feet of this southern 350-foot <br />section will have erosion mat only installed per Drawing 4. The erosion mat <br />shall be Iandlok TRM 1060 or equivalent. <br />126) Channel With Erosion Mat and Riprap. 250 feet of this southern 350- <br />foot section will receive erosion mat and angulaz riprap in accordance with <br />Drawing #4. The location of the riprapped section will be determined by the <br />PROJECT MANAGER on site after grading is compete. <br />12c) Channel Without Erosion Mat. The next portion of the Channel having <br />an approximate length of 2200 feet shall be constructed in accordance with <br />Drawing 2. The southern most 1800 feet of this section will have a maximum <br />slope of 20:1. The remaining northern most portion of the channel, <br />approximately 400 feet, shall have a maximum slope of 10:1. <br />12d) Drop Strvctums. Drop structures shall be constructed per Drawing 3 <br />on 150 foot centers within the 2200 feet of channel constructed without <br />erosion mat. The exact location of the drop structures shall be determined <br />by the PROJECT MANAGER after grading work is complete. <br />11 <br />