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Home My WebLink AboutBID - 7004 WEST HARMONY ROAD IMPROVEMENTS (4)m err m m mom M M m r m Project: Harmony Road Improvements Project Addendum 1 Spec/Item (Estimated Description Number Unit Unit Cost Item Cost Harmony Road Improvement Project 201-00000 Clearing and Grubbing I LS BPS p0� , fjp �gS 000, 00 202-00010 Removal of Tree 44 EA '6� / OD, 00 '66,I / ^ p O v —76D,, 202-00011 Tree Trimming 14 EA 9.50. O O Oa 202-00013 Removal of Tree Stump (4' Dia / 2' Dia) 17 EA % S�, 00 1 S SO,.o(D 202-00035 Removal of Pipe 241 LF S. 00 19 z 0sr 00 202-00037 Removal of End Section 5 EA �l0D 0(D ��C)o' 00 202-00200 Removal of Sidewalk 646 SY �.3f 5,. O0 Z �rj, 00 202-00202 Removal of Concrete Gutter (8 Foot Wide) 48 LF On 202-00203 Removal of Curb and Gutter 1792 LF �. O D 202-00206 Removal of Curb Ramp 35 SY 0, Oy 3 , 00 202-00210 Removal of Concrete Pavement 60 SY 202-00220 Removal of Asphalt Mat 20974 SY - S.Lo 202-xxxx Removal of Concrete Traffic Signal Pole Base (Top 3 Feet) 4 EA 6 00 516'OO 9. PRICES The foregoing prices shall include. all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. ' RESPECTFULLY SUBMITTED: Coulson Excavating Co. Inc. ' CONTRACTOR By. William Schrader A1 - 3 0 - 0 9 Signature Date Vice President Title License Number (If Applicable) (S"eal if Bi%d is by corporation) Att;e'st- Address 3609 N County Rd 13 ry k.;. Loveland, Co 80538 ' Telephone 970.667.2178 1 I Rev 10/20/07 Email Bill@Coulsonex.com Section 00300 Page 2 Project: Harmony Road Improvements Project Addendum I Spedltem F,stimated Description Unit Unit Cost Item Cost Number rantifv 203-00010 Unclassified Excavation (Complete In Place) 8551 CY 203-00100 Muck Excavation 722 CY (D, 00 -7 Z -6 , 6 0 203-01596 Potholing With Surveying and Stationing of U/G Utilities I LS rj 600, V/ $. b t70 , b o 207-00205 Topsoil 1567 CY ,2 , S0 3 917, Sc > 207-00210 Stockpile Topsoil 5932 CY ,2 , (j p / / Q/ q. nv 207-00405 Topsoil (Special) - Amended Onsite for Median and Parkway Areas 2072 Cy '�� Z • 6p �z-!I��`��`�� b'o 208-00005 Wattle (25' Sections) 5.4 EA/S S bo 93 ], 00 208-00020 Silt Fence 5305 LF %. USs. 57D, 2S 208-xxxxx Construction Fence 2336 LF , (os / 9Q, 5/O 208-00045 Concrete Washout Structure I EA85j�, 60 85d . bo 208-00050 Storm Drain Inlet Protection (Type 1) 9 EA/gJr" 0 0�, 75S". ap 208-00052 Storm Drain Inlet Protection (Type 3) 8 EA ,2�5 , bO -d4 7 Za, 60 Project: Harmony Road Improvements Pr giect Addendum I Spec/Item Number Description Estimated- Unit Unit Cost Item Cost uantity 208-00070 Stabilized Construction Entrance 2 EA l d 6 O 31 2t7O , , C, 208-00205 Erosion Control Supervisor 75 HR(o S, d p �`( 075 , 6 O 209-00100 Water (Landscaping) I LS 107, Epp, oo 17, SOD O 210-00001 Reset Structure - Electric Gate and Control Box 1 EA �sD , bh S 210-00010 Reset Mailbox Structure I EA 210 00030 Reset Water Service 2 EA 7�Q , O p �� SOO. O 0 210 00050 Reset Fitt Hydrant 2 EA �j- Clbl�, a r� �2� sbQ, d o 210-00750 Reset Light Standard 2 EA 19s0. Oo 210.01060 Reset Fence 2492 LF -tg/d, b p 9,26e bd 210-0101 1 Reset Gate I EA l 76 i OO 17 oo 210-01730 Reset Parshall Flurne I EA AV Q60, 60 DDO.00 210-02900 Relay Riprap 880 CY/Q, b08 00, 00 210-04000 Adjust Water Vault I EA 46l t 060, o0 �jt00o, C) p Project: Harmony Road Improvements Project Addendum 1 Spec/Item Description Number Fstimated Unit Unit Cost ,amity Item Cost 210-04010 Adjust Manhole 4 EA sdQ , 60 D60, d O 210 04015 Modify Manhole (Sta 18+71) I EA GO I OQ 210-04050 Adjust Valve Box 3 EA 49 960, 66 212-00005 Native Seeding 304-04000 Aggregate Base Course (Class 5 or 6) (4" Depth) - Driveways and 2' Wide Shoulder 304-06000 Aggregate Base Course (Class 5 or 6) (6" Depth) 307-00075 Fly Ash 307-00250 Processing Fly Ash Treated Subgrade (12" Depth) 403-32821 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (6" Depth) 403-32821 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (7" Depth) 403-33851 Hot Mix Asphalt (Grading S) (100) QG 64-28) (2" Depth) 1.96 ACRE �7hd1� 3.332_�O 88 TON �5, CEO �� 3,Z0, 00 11354 TON 3 • s� �/s 3, Z79, Ov 2196 TON 36606 SY3.00 d/B4Ov 6417 TON . S 424 61 4358 TONyl, SO �jgjj� SS7, OD 4835 TON %Q, CEO 338, m m Sam m" o M m m m m m m r m m m m Project: Harmony Road Improvements Project Addendum 1 Spec/Item Estimated Description Number Unit Unit Cost Item Cost �antity 412-00600 Concrete Pavement (61nch) 17 SY #,2 9 . 2 S -4q 37, ZS 412-01050 Concrete Pavement (10.5 Inch) 2654 SY SZ , 35 4I 412-01061 Concrete Pavement (10.5 Inch) - Fast Track (24 Hour) 50 SY S�. 'Z D '4 2 t 7/O. Oo 412-01100 Concrete Pavement (I I Inch) 303 SY 506-00212 Riprap (12 Inch) 86 CY SO.00 Y� .300, 00 603-01155 15 Inch Reinforced Concrete Pipe (Complete In Place) 247 LF "� �Q, O p g 603-01185 18 Inch Reinforced Concrete Pipe (Complete In Place) 41 LF ��z, Sy �� 7e12 60 603-01245 24 Inch Reinforced Concrete Pipe (Complete In Place) 767 LF �s . (oD '� ��/S, 20 603-01305 30 Inch Reinforced Concrete Pipe (Complete In Place) 193 LF A° pU ��z 3Sz OO 603-05015 15 Inch Reinforced Concrete End Section 10 EA 'Y sbU. 00 110Si000.0 0 603-05018 18 Inch Reinforced Concrete End Section I EA 5 SD, 00 �SSa, 00 603-05024 24 Inch Reinforced Concrete End Section 2 EA 0. 6C) 360,00 r rr r r r r r r r r r rr r r rr ri r r� Project: Harmony Road Improvements Project Addendum 1 Spec/item Estimated Description Number Unit Unit Cost Item Cost - rantih• 603-05030 30 Inch Reinforced Concrete End Section 1 EA7SD, DU 750, O a 604-00305 Inlet Type C I EA 3 �, 60 'd 3,767S,00 604-19310 Inlet Type R L 15 (10 Foot) I EA ��7 604-30004. Manhole Slab Base (4 Foot) 2 EA -Al) 3 SQ , G O ;� Z, 7b U , OQ 604-30005 Manhole Slab Base(5 Foot) 2 EA 4 J SS'd,00 903, 1O0, pp 605-00004 4 inch Non -Perforated Pipe Underdrain 365 LF s p p �, 9 z ,oU 605-00040 4 Inch Perforated Pipe Underdrain 1800 LFS. OU 000, do 608-00006 Concrete Sidewalk (6 Inch) 4262 SY .10,2, (0, O O / �� 8 z . Ov 608-00010 Concrete Curb Ramp 232 SY�3D, 608-10002 Sidewalk Drain (2' Curb Cut with Metal Plates) 2 EA J, 3 , p p Z. 7 21), O a 608-10008 . Sidewalk Drain (8' Curb Cut with Concrete Chase) I EA A ZO, bU I Z zo. b 0 r■i rr rr rr rr rr. rr rr rr r ar rr rr rr r rr rr rr rr Project: Harmony Road Improvements Project Addendum I Spec] tem Number Description Estimated urntity Unit unit Cost Item Cost 609-2001 1 Curb Type 2 (6" Barrier) (Section B) 270 LF 4e/ 3 pp �3>• s/D, , d0 609-21010 Curb and Gutter Type 2 (Section I-B) 5891 LF '� 9, 00 �53 Dl q, 00 609-21020 Curb and Gutter Type 2 (Section II-B) 5902 LF �/0, O O �S9 OUZO, 00 609-24002 Gutter Type 2 (2 Foot) 28 LF /Q,sO Z 00 609-24010 Gutter Type 2 (10 Foot) 210 LF 4? -41 7, Op 9, e7000 610-00010 Median Cover Material (Decorative) 610-00030 Median Cover Material (4" Concrete) 613-00200 2 Inch Electrical Conduit 613-00300 3 Inch Electrical Conduit 613-00400 41nch Electrical Conduit 613-00600 6 Inch Electrical Conduit 619-xxxxx 121nch HDPE 5804 SF S, oo 97,9 OZZ . oO 1485 SF(j�js 00 476 LF 8, SOy Q �, 00 110 LF /Q, %S 92 LF` /3,vo!� l9G.00 52 LF ' / g, sp 96 251 LF /s oc, 7�S.6o Project: Harmony Road Improvements Project Addendum I Spec/Item \umher Description F_stimated Unit Unit Cost Item Cost (-iantity 619-xxxxx Tie to Existing 12 Inch HDPE I EA *360, b0 Ob 619-xxxxx 10" PVC-C900Certalock - Directional Drilling (OPTIONA) 123 LF 619-xxxxx 4" PVC-C900 8 LF 2rj. Od 49%66, 00 619-xxxxx 10" Ductile 452 Bend with Megalug 6 EA 619-xxxxx 10" x 6" Ductile Tee I EA 619-xxxxx 6" x 4" Ductile Reducer with Megalug 2 EA r 50 619-xxxxx 10" x 8" Ductile Reducer with Megalug I EA SED. OU -iSSO,y0 619-xxxxx 6" Gate Valve with Valve Box and Megalug I EA Boa, pp A'SOO, 00 619-xxxxx 10" Gate Valve with Valve Box and Megalug I EA 2000c).00 2 DOO. UO 619-xxxxx 4" Ductile 49 Bend with Megalug 4 EA 307). O U O b 619-xxxxx 8" Ductile Solid Sleeve with Megalug I EA 4 y sue, 0d 619-xxxxx 10" Ductile Solid Sleeve with Megalug I EASSO.oU �SSD, pQ 619-xxxxx Connect to Existing 16" COFC Waterline I LS -4 3 , SOp, 00 619-001102 I" Water Service with Meter Pit I LS OCD 619-00007 Connect to Existing Waterline 3 EA � SOD.Oo �Y 766 .Oct Project: Harmony Road Improvements Project Addendum 1 Spec/item EstimatedIkscription Unit Unit Cost Item Cost Number uantitx 620 00001 Field Office 1 EA S SOD . o0_p,-�0 620-00020 Sanitary Facility 2 EA 626-00000 Mobilization I LS SQ U�,yp 56.006,0c) 'TOTAL PROJECT COST ( Harmony Road Improvements Project) = $ 2. % Sg 30 1 . y s �Gc/U /%'llLl./D.V, �.VECJuo2E�Lry/6�%T THUc/sA�!!� %�E� r�Uiy�2E� OAS Dollars Fo -rV F1 VE Cents ALTERNATEI: Waterline: e 619-xxxxx 10" PVC-C900 Certalock - Open Trench (OPTION R ) 123 LF49 ZZ0,UU .27,_�p,b0