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.

The work consists essentially of the following estimated quantities: A PPROXIMATE QUANTITIES No. Description Qty. 1 REMOVE END OF ROAD MARKER 2 EA 1 REMOVE END OF ROAD MARKER 2 EA 2 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65 W/ INTEGRAL CURB) 29162 SY 3 SUBGRADE PREPARATION 9721 CY 4 TIE BARS 12 EA 5 EXCAVATION ON-SITE (ESTABLISHED QUANTITY) 5000 CY 6 ADJUST MANHOLE TO GRADE 41 EA 7 8'-0" x 8'-0" BOX CULVERT 105.0 LF 8 CONSTRUCT 18" RCP, CLASS III 1377 LF 9 CONSTRUCT 24" RCP, CLASS III 1340 LF 10 CONSTRUCT 30" RCP, CLASS III 635 LF 11 CONSTRUCT 36" RCP, D(0.01)=1,350 905 LF 2 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65 W/ INTEGRAL CURB) 29162 SY 3 SUBGRADE PREPARATION 9721 CY 4 TIE BARS 12 EA 5 EXCAVATION ON-SITE (ESTABLISHED QUANTITY) 5000 CY 6 ADJUST MANHOLE TO GRADE 41 EA 7 8'-0" x 8'-0" BOX CULVERT 105.0 LF 8 CONSTRUCT 18" RCP, CLASS III 1377 LF 9 CONSTRUCT 24" RCP, CLASS III 1340 LF 10 CONSTRUCT 30" RCP, CLASS III 635 LF 11 CONSTRUCT 36" RCP, D(0.01)=1,350 905 LF 12 CONSTRUCT 42" RCP, D(0.01)=1,350 1330 LF 13 CONSTRUCT CURB INLET - TYPE I 20 EA 14 CONSTRUCT CURB INLET - TYPE III 11 EA 15 CONSTRUCT 54" I.D. STORM MANHOLE (FLAT TOP) (12) 125 VF 16 CONSTRUCT 60" I.D. STORM MANHOLE (FLAT TOP) (4) 36 VF 17 CONSTRUCT 84" I.D. STORM MANHOLE (FLAT TOP) (1) 8 VF 18 CONSTRUCT 24" RC FLARED END SECTION 1 EA 19 CONSTRUCT 36" RC FLARED END SECTION 1 EA 20 CONSTRUCT 42" RC FLARED END SECTION 1 EA 1 CONSTRUCT 42" RCP, D(0.01)=1,350 1330 LF 13 CONSTRUCT CURB INLET - TYPE I 20 EA 14 CONSTRUCT CURB INLET - TYPE III 11 EA 15 CONSTRUCT 54" I.D. STORM MANHOLE (FLAT TOP) (12) 125 VF 16 CONSTRUCT 60" I.D. STORM MANHOLE (FLAT TOP) (4) 36 VF 17 CONSTRUCT 84" I.D. STORM MANHOLE (FLAT TOP) (1) 8 VF 18 CONSTRUCT 24" RC FLARED END SECTION 1 EA 19 CONSTRUCT 36" RC FLARED END SECTION 1 EA 20 CONSTRUCT 42" RC FLARED END SECTION 1 EA CONSTRUCT 42" RCP, D(0.01)=1,350 21 CONSTRUCT 30" STORM SEWER TAP INTO 8'-0" x 8'-0" BOX CULVERT 1 EA 22 CONSTRUCT 42" STORM SEWER TAP INTO 8'-0" x 8'-0" BOX CULVERT 1 EA 23 CONSTRUCT 24" PIPE PLUG 1 EA 24 INSTALL PIPE COUPLERS 36 EA 25 INSTALL EXTERNAL FRAME SEAL 1 EA 26 CONSTRUCT TYPE B RIP-RAP 127 TN 27 CONSTRUCT STREET NAME SIGN 18 EA 28 CONSTRUCT SIGN POST 9 EA 29 INSTALL SEEDING - TYPE A 2500 SY 30 INSTALL EROSION CONTROL MATTING 2500 SY 31 INSTALL SILT FENCE 500 LF 32 JET EXISTING SANITARY SEWER 8282 LF 33 PROVIDE TEMPORARY TRAFFIC CONTROL 1 LS 34 REMOVE CONCRETE HEADER 48 LF The amount of the engineer's estimate of the cost of said improvements (exclusive of engineering, fiscal, legal, inter. 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 $135,900.00 made payable to the Treasurer of Sanitary and Improvement District No. 609 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. 609" and shall be marked "PROPOSAL FOR STORM SEWER AND PAVING SYSTEM - SECTION III" 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.