Site work and paving for a civil project in Omaha, Nebraska. Completed plans call for site work for a road / highway; for paving for a road / highway; water / sewer project; and water / sewer project.

Furnishing all labor, tools, materials and equipment required to construct as STORM SEWER AND PAVING SYSTEM - SECTION I for Sanitary and Improvement District No. 620, Douglas County, Nebraska, as per the plans and specifications for said work, at the locations shown on the detailed drawings and in the specifications now on file with the Clerk of said District and available at the office of E & A Consulting Group. The work consists essentially of the following estimated quantities: A PPROXIMATE QUANTITIES No. Description Qty. Unit 1 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65 W/ INTEGRAL CURB) 63335 SY 2 CONSTRUCT 7" IMPRINTED P.C.C. SURFACING 6126 SF 3 CONSTRUCT 6" P.C.C. MEDIAN SURFACING 6704 SF 4 CONSTRUCT 4" PCC MEDIAN SURFACING 2637 SF 5 SUBGRADE PREPARATION 21685 CY 6 TIE BARS 29 EA 7 CONSTRUCT END OF ROAD MARKER 18 EA 8 CONSTRUCT CONCRETE HEADER 150 LF 9 CONSTRUCT DETECTABLE WARNING PANEL 128 SF 10 ADJUST MANHOLE TO GRADE 85 EA 11 CONSTRUCT 18" RCP, CLASS III 6217 LF 12 CONSTRUCT 24" RCP, CLASS III 2937 LF 13 CONSTRUCT 30" RCP, CLASS III 1178 LF 14 CONSTRUCT 36" RCP, D(0.01)=1,350 1088 LF 15 CONSTRUCT 42" RCP, D(0.01)=1,350 126 LF 16 CONSTRUCT 48" RCP, D(0.01)=1,350 52 LF 17 CONSTRUCT CURB INLET - TYPE I 70 EA 18 CONSTRUCT CURB INLET - TYPE II 5 EA 19 CONSTRUCT CURB INLET - TYPE III 23 EA 20 CONSTRUCT 54" I.D. STORM MANHOLE (FLAT TOP) (24) 139 VF Description Qty. CONSTRUCT 60" I.D. STORM MANHOLE (FLAT TOP) (3) 20 VF 1 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65 W/ INTEGRAL CURB) 63335 SY 2 CONSTRUCT 7" IMPRINTED P.C.C. SURFACING 6126 SF 3 CONSTRUCT 6" P.C.C. MEDIAN SURFACING 6704 SF 4 CONSTRUCT 4" PCC MEDIAN SURFACING 2637 SF 5 SUBGRADE PREPARATION 21685 CY 6 TIE BARS 29 EA 7 CONSTRUCT END OF ROAD MARKER 18 EA 8 CONSTRUCT CONCRETE HEADER 150 LF 9 CONSTRUCT DETECTABLE WARNING PANEL 128 SF 10 ADJUST MANHOLE TO GRADE 85 EA 11 CONSTRUCT 18" RCP, CLASS III 6217 LF 12 CONSTRUCT 24" RCP, CLASS III 2937 LF 13 CONSTRUCT 30" RCP, CLASS III 1178 LF 14 CONSTRUCT 36" RCP, D(0.01)=1,350 1088 LF 15 CONSTRUCT 42" RCP, D(0.01)=1,350 126 LF 16 CONSTRUCT 48" RCP, D(0.01)=1,350 52 LF 17 CONSTRUCT CURB INLET - TYPE I 70 EA 18 CONSTRUCT CURB INLET - TYPE II 5 EA 19 CONSTRUCT CURB INLET - TYPE III 23 EA 20 CONSTRUCT 54" I.D. STORM MANHOLE (FLAT TOP) (24) 139 VF 21 CONSTRUCT 60" I.D. STORM MANHOLE (FLAT TOP) (3) 20 VF 22 22 CONSTRUCT 72" I.D. STORM MANHOLE (FLAT TOP) (5) 38 VF 23 CONSTRUCT 54" AREA INLET - TYPE II 3 EA 24 CONSTRUCT 72" AREA INLET - TYPE II 1 EA 25 CONSTRUCT 84" AREA INLET - TYPE II 1 EA 26 CONSTRUCT 18" RC FLARED END SECTION 2 EA 27 CONSTRUCT 30" RC FLARED END SECTION 1 EA 28 CONSTRUCT 36" RC FLARED END SECTION 3 EA 29 CONSTRUCT 42" RC FLARED END SECTION 2 EA 30 CONSTRUCT 48" RC FLARED END SECTION 1 EA 31 INSTALL PIPE COUPLERS 81 EA 32 INSTALL EXTERNAL FRAME SEAL 8 EA 33 CONSTRUCT TYPE B RIP-RAP 200 TN 34 CONSTRUCT STREET NAME SIGN 64 EA 35 CONSTRUCT SIGN POST 32 EA 36 JET EXISTING SANITARY SEWER 17558 LF 37 PROVIDE TEMPORARY TRAFFIC CONTROL 1 LS 38 INSTALL PERMANENT PAINT MARKING -5" WHITE 500 LF The amount of the engineer's estimate of the cost of said improvements (exclusive of engineering, fiscal, legal, interest, easement acquisition, and miscellaneous costs) is $4,950,000.00. All proposals must be submitted on bid forms furnished by E & A Consulting Group, and must be accompanied by an original bid bond or a certified check in the amount not less than $247,500.00 made payable to the Treasurer of Sanitary and Improvement District No. 620 as security that the bidder to whom the contract may be awarded will enter into a contract to build the improvements in accordance with this Notice to Contractor and will give a contract and maintenance bond in the amount of 100% of the total contract price, all as provided in the specifications. Bid bonds must be executed by a duly licensed corporate surety. Checks accompanying proposals not accepted shall be returned to the bidders. No bidder may withdraw his proposal for a period of sixty (60) days after date set for opening of bids. All proposals must be enclosed in an envelope, sealed and addressed to the "Clerk of Sanitary and Improvement District No. 620" and shall be marked "PROPOSAL FOR STORM SEWER AND PAVING SYSTEM - SECTION I" with the bidder's name and address on said envelope. The Bid Security shall be in a separate sealed envelope attached to the Proposal envelope and shall be marked "BID SECURITY" with the project identified thereon. Proposals received after the above time shall be returned unopened to the bidder submitting the proposal. The work herein provided shall be done under written contract with the responsible bidder submitting the lowest acceptable bid in accordance with the requirements of the plans and specifications and as provided by law. Plans, specifications, and contract documents governing the above-referenced proposal as prepared by E & A Consulting Group, 10909 Mill Valley Rd, Suite 100, Omaha, Nebraska, are hereby made a part of this Notice. The proposed contract shall be executed in compliance therewith. Sanitary and Improvement District No. 620 of Douglas County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities.