Engineering design services for the construction Tender - 4998688

Procurement Summary

Country: Poland

Summary: Engineering design services for the construction of civil engineering works

Deadline: 03 Mar 2016

Posting Date: 19 Jan 2016

Other Information

Notice Type: Tender

TOT Ref.No.: 4998688

Document Ref. No.: 017226-2016

Competition: ICB

Financier: Self Financed

Purchaser Ownership: -

Tender Value: Refer Document

CPV Classification

71322000 - Engineering design services for the construction of civil engineering works

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Tender Details

Object of the contract

. Subject zamowienia1.1. The contract is for the execution of the service to develop a design and estimate documentation and obtaining the necessary ™ saving decisions required to implement the investment serve ... element for flood protection in the valley of the Raba with peĹ, nieniem''s supervision during the implementation of the investment project: i?1/2 € žZabezpieczenie floodthat in the valley of the River Raba-preparation inwestycji- Phase II Development of the projektowejPrzedmiot orders has been divided into 3 parts: 1 lot consists of task 1 and 2 2In the proportion of the contract consists of a task 3 and 4Na 3 part task orders consist of 5 to 10.1. 2. The individual parts of the order includes: Part 1 zamowieniaZadanie 1 and 2; SculptureprzeciwpowodzioweZadanie shafts each Raba 1:: shaft left the Raba river at km 0 000 4 900 13 110 16 160 m. Niedary, Bieńkowice, survive, donuts, Majkowice, gm. Drwinia, Bochnia embrace m.in: increase of the shaft and the extension of the body, the body densification shaft seal housing and ground shaft, construction and repair supplies tłuczniowych way along the foot of the shaft, a heart attackuo width of 3-5 m.Zadanie 2:: Raba river embankment right at km 0 000 0 5100 5 100 5 300 15 920 17 800 20 550 21 900 21 900 22 570 m. Cerekiew Gawłi?1/2w, Straw, Proszi?1/2wki, Bochnia gm. Bochnia, City Bochnia embrace m.in: increase of the shaft and the extension of the body, the body densification shaft seal housing and ground shaft, construction and repair of roads eksploatacyjtłuczniowych along the foot of the shaft about the width of infarcts 3-5 m.Część 2 zamowieniaZadanie 3: 1. River Stradomka: right-hand tributary of the Raba :: Km 0 000: km 5 500 Scenario In the third (in this section in the Area ChronionegoKrajobrazu West Foothills Wiśnickiego in km ~ 1 200: km ~ 5 500) by "The River restoration Stradomki km 0 000 5 500 "performer BCE Krakow2011 r.obejmuję m.in. :: 0 000-0 250 Episode estuary: Odszutrowanie section of the estuary, Budowadrugiego trough section estuary, : 0 748-0 754 Prog Shipping: Ramp with increased roughness: 1 000-1 130 Supplement debris: 1 220-1 890 Episode simple trough bisected plantings; left bank; w. 20 m height. 3 m 2 360-2 420 Supplement debris: 2 420-2 770 Obejście buildings, the combination of degraded riparian areas 2 423-2 469 Prog water ramp with increased roughness of 2 860-2 950 meander trough bisected plantings; left bank; w. 10 m height. 2 m 3 070-3 140 meander trough bisected plantings; left bank; w. 10 m height. 1.5 m 3 180-3 280 meander trough bisected plantings; left bank; Lat. 10 m, inys. 1.5 m 3 350-3 550 meander trough bisected plantings; left bank; w. 10 m height. 1.5 m: km 5 500: km 33 050: variant WV (including section in the Area ChronionegoKrajobrazu West Foothills Wiśnickiegow km ~ 5 500: km ~ 23 600) km 33 050: 42 350: variant WV (stretch in the Natura 2000 ''OstojeNietoperzy the Carpathians "(PLH120052): km 42 350 43 910: Option WV: and investments with an investment program in the basin of the Raba (API) proposed for Stradomki include ... which m.in. :: Build the right shaft flood in km 12 100: 12 330 km (kilometraĹĽ by this study 12 200: 12 400), : construction shaft flood left at km 17 400: 17 800 km; km17 800: 17 970 km (kilometraĹĽ by this developedand 17 390 17 810; 17 810 18 077), : modernization left the embankment at km 16 000: 17 400 km (mileage by this development 16 051 17 390) Note On the stage of preparation of documentation should take into account the impact of three dry dry storage tanks :: Stradomka Pebble at km 6 550 (mileage by. this study 6 542): dry storage Stradomka Lubomierz at km 22 650 (kilometraĹĽ by this study 22 823): dry storage Stradomka Zegartowice at km 30 430 (kilometraĹĽ by this study 30 471) work planned in the riverbed Stradomka by the development of i?1/2 € žZabezpieczenie flood in the valley of the River Raba: preparation of investment: Phase I studies koncepcyjnei?1/2 € ťL.p.Odcinek No. Odcinekkm start ... Friday:km end of the length of the segment [km] Type robot designed Comments preferred option by RDOŚOdcinek 1 0 050 0 077 0, 027 Bank left: headband with rip-rap. The existing band: repair opaski.W IIIOdcinek 2 0 212 0 310 0.098 Beach right: the rip-rap band. The existing band: repair opaski.W IIIOdcinek 3 1 100 1 200 0, 100 Bank right: armbandi?1/2reticular-stone baskets existing band: repair ties. In IIIOdcinek 4 2 252 2 418 0.166 Bank left: headband with rip-rap. The existing band: repair ties. In IIIOdcinek 5 2 418 2 469 0.051 Beach right: the rip-rap band. The existing band: repair ties. In IIIOdcinek 6 2 453 2 486 0, 033 Bank left: headband with rip-rap. ExistLesbians band: repair ties. In IIIOdcinek 7 3 000 3 120 0, 120 Beach right: the rip-rap band. The existing band: repair ties. In IIIOdcinek 8 3 867 4 000 0, 133 Bank left: headband with rip-rap. The existing band: repair ties. In IIIOdcinek 9 3 867 4 100 0.233 Beach right: the rip-rap band. The existing band: repair ties. As IIIOdcinek 10 4 160 4 498 0.338 Bank left: headband with rip-rap. The existing band: repair ties. In IIIOdcinek 11 4 507 4 601 0.094 Beach right: the rip-rap band. The existing band: repair ties. In IIIOdcinek 12 4 602 4 730 0, 128 Bank left: headband with rip-rap. The existing band: repair ties. In IIIOdcinek 13 5 575 5 876 0.301 Beach left: headband with rip-rap. The existing band: repair ties. In VOdcinek 14 6 090 6 262 0.172 Bank left: headband with rip-rap, faced. In VOdcinek 15 6 627 6 771 0.144 Beach right: headband with rip-rap, faced. In VOdcinek 16 6 976 7 369 0.393 Beach right: the rip-rap band. The existing band: repair ties. INi?1/2VOdcinek 17 7 369 7 400 0.031 Beach right: headband with baskets reticular-stone. There ... ca band: repair ties. In VOdcinek 18 9 605 9 770 0, 165 Bank right: headband with baskets reticular-stone. In VOdcinek 19 9 965 10 140 0, 175 Bank left: headband with rip-rap, faced. In VOdcinek 20 10 130 10 360 0.230 Beach right: headband with rip-rap, faced. In VOdcinek 21 11 060 11 160 0, 100 Bank right: headband with baskets reticular-stone. The existing band: repair ties. In VOdcinek 22 11 610 11 720 0.110 Shore right and left: headband with baskets reticular-stone. The existing band: repair ties. In VOdcinek 23 12 250 12 351 0.101 Beach right: headband with baskets reticular-stone. In VOdcinek 24 12 351:12 490 0.139 Beach right: the rip-rap band. The existing band: repair ties. In VOdcinek 25 12 351 12 430 0, 079 Bank left: headband with baskets reticular-stone. The existing band: repair ties. In VOdcinek 26 12 900 13 100 0, 200 Bank right: headband with baskets reticular-stone. In VOdcinek 27 13 100 13 190 0.090 Bank left: headband with overhead stonyego. The existing band: repair ties. In VOdcinek 28 13 442 13 578 0.136 Beach right: headband with baskets reticular-stone. In VOdcinek 29 13 625 13 718 0, 093 Bank left: headband with rip-rap. The existing band: repair ties in VOdcinek 30 14 200 14 480 0.280 Bank left: headband with baskets reticular-stone. The existing band: repair ties. In VOdcinek 31 14 460 14 615 0.155 Beach right: the rip-rap band. The existing band: repair ties. In VOdcinek 32 15 310 15 370 0, 060 Bank right: the rip-rap band. In VOdcinek 33 15 320 15 554 0, 234 Bank left: headband with rip-rap. In VOdcinek 34 15 710 15 0, 070 780 Beach right: the rip-rap band. In VOdcinek 35 15 780 15 910 0130 Beach right: the rip-rap band. In VOdcinek 36 15 910 16 010 0, 100 Bank left: headband with rip-rap. The existing band: repair ties. In VOdcinek 37 16 227 16 263 0.036 Beach right: the rip-rap band. In VOdcinek 38 16 227 16 400 0.158 Bank left: headband with rip-rap. In VOdcinek 39 16 428 16 584 0.156 Bank left: fatteningHand with existing rip-rap band: repair ties. In VOdcinek 40 16 680 16 720 0, 040 Bank left: headband with rip-rap. In VOdcinek 41 16 770 16 848 0, 078 Bank left and right: the rip-rap band. In VOdcinek 42 16 848 17 080 0.232 Beach right: the rip-rap band. The existing band: repair ties approx. Km 17 000. In VOdcinek 43 17 390 17 480 0.090 Bank left: headband with rip-rap. The existing band: repair ties. In VOdcinek 44 17 460 17 690 0.230 Beach right: the rip-rap band. The existing band: repair ties approx. Km 17 590. In VOdcinek 45 17 670 17 842 0.172 Bank left: headband with rip-rap. The existing band: repair ties approx. Km 17 800. In VOdcinek 46 17 94918 230 0.281 Beach right: headband with rip-rap / baskets reticular: stone. There ... ca band: repair ties approx. Km 18 080. In VOdcinek 47 18 364 18 654 0, 290 Bank left: headband with rip-rap / baskets reticular: stone. There ... ca band: segmental exchange baskets. In VOdcinek 48 18 654 19 230 0.576 Beach right: headband with rip-rap / basketsreticular: stone. There ... ca band: segmental exchange baskets approx. Km 18 900. In VOdcinek 49 18 654 19 230 0, 576 Bank left: headband with rip-rap / baskets reticular: stone. There ... ca band: Local complement defects riprap. In VOdcinek 50 19 462 20 256 0.794 Bank left: headband with rip-rap / baskets reticular: stone. Thereprice PLN band: Local PATCHING riprap. In VOdcinek 51 20 256 20 293 0, 037 Bank left and right: the rip-rap band. In VOdcinek 52 20 293 20 790 0.497 Bank left: headband with rip-rap / baskets reticular: stone. The existing band: Local PATCHING riprap. In VOdcinek 53 20 316 20 695 0.379 Beach righti?1/2: Headband with rip-rap / baskets reticular: stone. The existing band: Local PATCHING riprap. In VOdcinek 54 20 780 20 931 0.151 Beach right: headband with rip-rap / baskets reticular: stone. The existing band: Local PATCHING riprap. In VOdcinek 55 20 910 21 100 0, 190 Bank left: headband with overheadi?1/2stone / baskets reticular: stone. There ... ca band: Local complement defects riprap. In VOdcinek 56 21 100 21 319 0.219 Beach right: headband with rip-rap / baskets reticular: stone. There ... ca band: Local complement defects riprap. In VOdcinek 57 21 290 21 405 0, 115 Bank left: headband with rip-rap / baskets seciatkowo: stone. The existing band: Local PATCHING riprap. In VOdcinek 58 21 395 21 456 0, 061 Bank right: headband with rip-rap / baskets reticular: stone. The existing band: Local PATCHING riprap. In VOdcinek 59 21 446 21 639 0, 193 Bank left: headband with rip-rap / baskets reticular: kamiennych. The existing band: Local PATCHING riprap. In VOdcinek 60 21 700 21 813 0, 113 Bank left: headband with rip-rap / baskets reticular: stone. The existing band: Local PATCHING riprap. In VOdcinek 61 21 808 22 018 0.210 Beach right: headband with rip-rap / baskets reticular: stone. Existing armbanda: Local complement defects riprap. In VOdcinek 62 22 090 22 230 0, 140 Bank left: headband with rip-rap / baskets reticular: stone. There ... ca band: Local complement defects riprap. In VOdcinek 63 22 300 22 562 0.262 Beach right: the rip-rap band. In VOdcinek 64 22 569 22 780 0, 211 Bank right: headband with toolsUtu coal. In VOdcinek 65 22 871 23 047 0.176 Shore right and left: the rip-rap band. In VOdcinek 66 23 047 23 357 0, 310 Bank right: the rip-rap band. There ... ca band: Local complement defects riprap. UdroĹĽnienie trough. In VOdcinek 67 23 467 23 820 0.353 Bank left: headband with rip-rap. In VOdcinek 68 23 467:i?1/223 718 0.251 Beach right: the rip-rap band. In VOdcinek 69 23 810 23 974 0.164 Beach right: the rip-rap band. In VOdcinek 70 23 964 24 064 0, 100 Bank left: headband with rip-rap. In VOdcinek 71 24 054 24 259 0, 205 Bank right: the rip-rap band. In VOdcinek 72 24 250 24 371 0.121 Bank left: headband with rip-rap.i?1/2In VOdcinek 73 24 480 24 605 0.125 Beach right: the rip-rap band. In VOdcinek 74 24 724 24 844 0, 120 Bank left: headband with rip-rap. In VOdcinek 75 24 945 25 013 0.068 Beach right: the rip-rap band. In VOdcinek 77 25 510 25 595 0, 085 Bank left: headband with rip-rap. In VOdcinek 78 25 539 25 595 0.056 Beach right: Headbandand the rip-rap. In VOdcinek 79 25 608 25 669 0, 061 Bank left: headband with rip-rap. In VOdcinek 80 25 608 25 789 0.181 Beach right: the rip-rap band. In VOdcinek 81 26 077 26 398 0, 321 Bank right: the rip-rap band. In VOdcinek 82 26 388 26 514 0, 126 Bank left: headband with rip-rap. In VOdcinek 83 26 726 26 873 0147 Beach left: headband with rip-rap. The existing band: repair ties. In VOdcinek 84 26 868 26 968 0, 100 Bank right: the rip-rap band. In VOdcinek 85 26 968 27 194 0.226 Beach right: the rip-rap band. The existing band: repair ties. In VOdcinek 86 27 374 27 584 0.210 Bank left: headband with rip-rap. In VOdcinek 87 27 574 27 704 0, 130 Bank right: the rip-rap band. In VOdcinek 88 27 704 27 800 0.096 Beach right: the rip-rap band. In VOdcinek 89 28 450 28 550 0, 100 Bank left: headband with rip-rap. VOdcinek 90 28 550 28 729 0.179 Bank left: headband with rip-rap. There ... ca band: repair ties with the overpass. In VOdcinek 91 28 551 28 650i?1/20.099 Beach right: the rip-rap band. There ... ca band: repair ties. In VOdcinek 92 28 729 28 822 0.093 Beach right: the rip-rap band. In VOdcinek 93 28 822 28 972 0, 150 Bank left: headband with rip-rap. In VOdcinek 94 28 972 29 100 0.128 Beach right: the rip-rap band. In VOdcinek 95 29 100 29 335 0.235 Beach right:i?1/2with rip-rap band, the slope of 1: 2. In VOdcinek 96 29 322 29 465 0.143 Beach right: the rip-rap band. Faulty band: restoration of ties in VOdcinek 97 29 455 29 583 0.128 Beach right: the rip-rap band. Faulty band: restoration of ties in VOdcinek 98 29 529 29 724 0, 195 Bank left: headband with baskets reticular-stone. In VOdcinek 99 29 815 30 124 0.309 Bank left: headband with baskets reticular-stone. In VOdcinek 100 30 480 31 090 0, 610 Bank left: headband with baskets reticular-stone. In VOdcinek 101 30 892 31 090 0.198 Beach right: headband with baskets reticular-stone. In VOdcinek 102 31 220 31 280 0, 060 Bank left: headband with rip-rap. The existing band: The band renovation VOdcinek 103 31 280 31 325 0, 045 Bank left: headband with rip-rap. In VOdcinek 104 31 578 31 712 0.134 Bank left: headband with baskets reticular-stone. In VOdcinek 105 31 665 31 841 0.176 Beach right: headband with baskets reticular-stone. In VOdcinek 106 32 640 32 950 0, 310 Bank left: headband with rip-rap. In VOdcinek 107 32 710 32 950 0, 240 Bank of rightsy: headband with rip-rap. In VOdcinek 108 32 950 33 050 0, 100 Bank left: headband with rip-rap. The existing band: repair ties in VOdcinek 109 33 215 33 470 0.225 Beach right: the rip-rap band. In VOdcinek 110 33 360 33 470 0, 110 Bank left: headband with baskets reticular-stone. The existing band: repair ties in VOdcinek 111 33 660:33 765 0, 105 Bank left: headband with rip-rap. In VOdcinek 112 34 085 34 155 0, 070 Bank left: headband with baskets reticular-stone. In VOdcinek 113 34 500 34 780 0.280 Bank left: headband with rip-rap slope slopes of 1: 2. In VOdcinek 114 34 780 34 880 0, 100 Bank left: headband with reticular-stone baskets (baskets encased). The existing band: reMont band in VOdcinek 115 34 880 35 100 0, 220 Bank right: headband with rip-rap slope slopes of 1: 2. In VOdcinek 116 35 100 35 180 0, 080 Bank right: concrete retaining wall. The existing wall: the renovation rate of muru- performance offsets the concrete in VOdcinek 117 35 180 35 200 0, 020 Bank right: concrete retaining wall. In VOdcinek 118 35 435 35 510 0, 075 Brzeg left: concrete retaining wall. In VOdcinek 119 35 860 35 900 0, 040 Bank left and right: headband with baskets reticular-stone. Existing ties: repair ties in VOdcinek 120 35 900 35 980 0, 080 Bank left: headband with baskets reticular-stone. In VOdcinek 121 35 980 36 220 0, 240 Bank right: forming slope ~ 1: 2 with sown. In VOdcinek 122 36 235 36 370 0.135 Beach right: headband with reticular-stone baskets, baskets encased. In VOdcinek 123 36 408 36 425 0.017 Beach right: headband with reticular-stone baskets, baskets encased. In VOdcinek 124 36 560 36 600 0, 040 Bank left: headband with reticular-stone baskets, baskets encased. In VOdcinek 125 36 695 37 030 0, 335 Bank left: forming slope ~ 1: 2 with sown. INVOdcinek 126 36 790 36 990 0, 200 Bank right: forming slope ~ 1: 2 with sown. In VOdcinek 127 37 030 37 185 0.155 Bank left: headband with baskets reticular-stone. There ... ca band: repair ties in VOdcinek 128 37 133 37 190 0.057 Beach right: the rip-rap band. In VOdcinek 129 37 197 37 379 0.182 Bank left: headband with baskets reticular-stone.The existing band. Forming slopes under the band. In VOdcinek 130 37 220 37 273 0, 053 Bank right: headband with baskets reticular-stone. In VOdcinek 131 37 369 37 435 0.066 Beach right: headband with baskets reticular-stone. In VOdcinek 132 37 547 37 572 0, 025 Bank left and right: headband with baskets reticular-stone. Existing ties: repair ties in VOdcinek 133 37 572 37 835 0.263 Beach right: headband with reticular-stone baskets, baskets encased. In VOdcinek 134 37 835 38 075 0, 240 Bank left: headband with reticular-stone baskets, baskets encased. There ... ca band: rebuilding ties km ~ 37 900 VOdcinek 135 38 075 38 171 0, 096 Bank left: headband with baskets reticular-stone. In VOdcinek 136 38 291 38 354 0, 063 Bank praO: headband with rip-rap. In VOdcinek 137 38 306 38 355 0, 049 Bank left: headband with rip-rap. In VOdcinek 138 38 601 38 639 0, 038 Bank left: headband with rip-rap. In VOdcinek 139 38 763 38 794 0, 031 Bank left: headband with rip-rap. In VOdcinek 140 38 823 38 883 0, 060 Bank right: the rip-rap band. In VOdcinek 141 39 508 39 625 0, 117 Bank right: the rip-rap band. The existing band. In VOdcinek 142 39 663 39 732 0.069 Bank left: headband with rip-rap. The existing band: rebuilding ties km ~ 39 663 39 690 VOdcinek 143 39 771 39 843 0.072 Beach right: the rip-rap band. The existing band: rebuilding ties km ~ 39 771 39 790 39 144 In VOdcinek 839 39 889 0, 050 Bank right: the rip-rap band. The existing band: repair ties in VOdcinek 145 39 878 39 929 0.051 Beach right: headband with baskets reticular-stone. In VOdcinek 146 40 113 40 162 0, 049 Bank left: headband with baskets reticular-stone. In VOdcinek 147 40 162 40 293 0.131 Beach right: the rip-rap band. In VOdcinek 148 40 44840 485 0, 037 Bank left: headband with baskets reticular-stone. The existing band: repair ties in VOdcinek 149 40 601 40 621 0, 020 Bank left: headband with baskets reticular-stone. In VOdcinek 150 40 621 40 656 0.035 Beach right: headband with baskets reticular-stone. In VOdcinek 151 40 733 40 765 0, 032 Bank left: headband with rip-rap. In VOdcinek 152 41 130 41 200 0, 070 Bank right: the rip-rap band, the slope of 1: 2. In VOdcinek 153 41 263 41 328 0, 065 Bank right: the rip-rap band, the slope of 1: 2. In VOdcinek 154 41 390 41 432 0, 042 Bank left: headband with reticular-stone baskets, baskets encased. In VOdcinek 155 41 390 41 414 0, 024 Bank right: headband with baskets reticular-stone. In VOdcINEK 156 41 432 41 521 0, 089 Bank left: headband with rip-rap. In VOdcinek 157 41 442 41 521 0.079 Beach right: the rip-rap band. In VOdcinek 158 41 694 41 795 0.101 Beach right: headband with baskets reticular-stone. There ... ca band renovations bands stretch of ~ 50 m. In VOdcinek 159 41 795 41 938 0.143 Bank left: headband with baskets reticular-kamiennych. There ... ca band renovations bands stretch of ~ 50 m. In VOdcinek 160 42 030 42 140 0, 110 Bank left: headband with rip-rap. In VOdcinek 161 42 220 42 280 0, 060 Bank right: headband with baskets reticular-stone. In VOdcinek 162 42 280 42 320 0, 040 Bank right: headband with baskets reticular-stone. In VOdcinek 163 42 391 42 656 0.265 Bank left: bandwith baskets reticular-stone. In VOdcinek 164 42 391 42 500 0.109 Beach right: headband with baskets reticular-stone. The existing band: repair ties km ~ 42 440 In VOdcinek 165 42 500 42 656 0.156 Beach right: headband with baskets reticular-stone. In VOdcinek 166 42 710 42 843 0, 133 Trough: Zlob or bilateral stone retaining walls. In VOdcinek 167 42 843 42 937 0094 Beach left: wall with baskets reticular-stone. In VOdcinek 168 43 052 43 108 0.056 Beach right: headband with baskets reticular-stone. There ... ca band: restoration of ties in VOdcinek 169 43 108 43 207 0.099 Bank left: headband with baskets reticular-stone. In VOdcinek 170 43 323 43 522 0.199 Beach right: the rip-rap band. In VOdcinek 171 43 369 43 4660.097 Beach left: headband with rip-rap. In VOdcinek 172 43 512 43 572 0, 060 Bank left: headband with rip-rap. In VOdcinek 173 43 572 43 605 0, 033 Bank left: headband with rip-rap. In VOdcinek 174 43 605 43 734 0, 129 Trough: Zlob or bilateral stone retaining walls. In VOdcinek 175 43 820 43 910 0.090 Beach right: headband with baskets reticularstone. The existing band: The band reconstruction Vref Reference 4: 2. Stream Łapczycki- right-hand tributary of the Raba: Episode 3, at km 0 900 1 130 (0.230 km) coastline Profiling 1: 1.5. Humus and sowing native grass mixtures. Insurance of guts fascines 2xd20.Ubezpieczenie coastline reticular -kamiennym mattress above and below the bridge, over a length of 20 m km 1i?1/2130: 1 170, (0.040 km) Existing band with baskets reticular-stone. Without zmianw km 1 250 Repair of the dam raid against rumowiskowejw km 1 170 1 450 (0.28 km) coastline Profiling 1: 1, 5.Humusowanie and sowing native grass mixtures. Insurance of guts fascines 2xd20.w km 1 450 1 490 (0.04 km) Existing insurance with plates ażurowych.w km 1 490 2 040 (i?1/20.55 km) coastline Profiling 1: 1.5. Humus and sowing native grass mixtures. Insurance of guts fascines 2xd20.w km 2 040 2 450 (0, 41km) On the right bank of the band with baskets reticular-stone. On the right bank ... The buildings are Moszczenica mine shaft. The required urgent protection of the destroyed brzegu.w km 2 450 2 945 (0, 495km) Profiling the shoreline of 1: 1.5. Hueffervescence and sowing native grass mixtures. Insurance of guts fascines 2xd20.w km 2 Supporting 860 degree rapids kamiennymOdcinek 4, in km 2 945 3 180 (0.235 km) Beach right: insurance embankment with concrete slabs-type grille. Basing panels on the basket reticular-stone (the basket bracing) Beach left: Insurance slope of 4 baskets reticular-stone (basketE encased) Episode 5, at km 3 180 4 180 (1.00 km) adjustment made in the years 2005-2013Odcinek 6, at km 4 180 4 370 (0.19 km) Profiling slopes of 1: 1.5: 1: 1. Insurance embankments with perforated concrete panels or mattresses reticular-stone Gr. 30 cm. On the banks of the concave insurance exchange baskets reticular-kamienne.Odcinek 6a, at km 4 370 5 000 (0.63 km) Insurancenot the guts fascines 1xd20Odcinek 7, at km 5 000 5 334 (0.334 km) Profiling slopes of 1: 1.5: 1: 1. Insurance embankments with perforated concrete panels or mattresses reticular-stone Gr. 30 cm. On the banks of the concave insurance exchange baskets reticular-kamienne.Część 3 ZamowieniaZadanie 5: 1. Potok Proszowski: Left-hand tributary of the Raba: Episode 1 km 0 000 0 350 (0, 35 km) Insurance bottom and shoreline rip rap: Episode estuary stream flows in a deep ravine. It is proposed that its insurance because changing the channel would require significant earthworks associated with backfilling jaru.Odcinek 2 km 0 350 1 864 (1.514 km) Bowel fascines 2xd20 cm. Local shaping of the slope pipe (in destruction), humus and sownin grass mixtures miejscowych.Odcinek 3, at km 1 864 2 139 (0.275 km) insurance repair concrete slab-type grille, insurance in the bottom and on slopes. Maintenance trough potoku- existing insurance section of the pipe directly adjacent to the motorway A4.Odcinek 4, in km 2 139 2 830 (0.691 km) Bowel fascines 2xd20 cm.Odcinek 5, at km 2 830 4 135 (1, 305i?1/2km) Maintaining the stream: the bottom and slope insured concrete slabs type grille, the section adjacent to the highway A4Odcinek 6, at km 4 135 5 353 (1.218 km) Bowel fascines 2xd20 cm.Odcinek 7, at km 5 353 7 191 (1, 838 km) Maintaining the stream: the bottom and slope insured concrete slabs, section adjacent to the highway A4Odcinek 8, at km 7 191 7 535(0.344 km) Bowel fascines 1xd20 cm.Uwaga :: in connection with the construction of the A4 motorway creek bed has been segmented postponed and insured in a collision the motorway route with the route creek to creek runoff water is discharged from the highway A4.Zadanie 6: 2. Potok Czyżyczka: right-hand tributary of the Raba: Episode 1 km 0 800 1 110 (0.30 km) Design bowel farail 1x 20 cmOdcinek 2, at km 1 900 2 400 (0.50 km) Projected sills h = 20 cm, d 10 cm stockade at 50 m; Bowel fascines 1xd20 cm.Odcinek 3, at km 2 400-3 490 (1.09 km) Without zmian.Zadanie 7: 3. Potok leat: Left-hand tributary of the Raba: Episode 1 km 0 000 1 044 (1.044 km). Translating the stream over a length of 1.044 km. Bowel fascines 2xd20 cm. Humicing and sowing native grass mixtures slopes. The construction of two culverts under roads polnymi.Pozostawienie old mouth of partial section of the creek km 0 000: km 1 600 unchanged przebiegu.Odcinek 2, at km 1 044 2 650 (1.606 km) Designed shaft / flood embankment on the left bank and Right creek, over a distance approximately 1 900 km: 400 km 2 Construction World waĹ, owej backlash. Bowel fascinesi?1/22xd20 government cm.Podniesienie ™ dnej right bank in km 2 410 km 2 460 approx. 0.5 m. Reconstruction of the culvert at km 2 215 and 2 bridge at km 322. Reconstruction of access roads to the culvert and local lowering of mostu.Zasypanie on the right bank in km 2 410 km 2 460.Zadanie 8: 4. Potok CSK: Left-hand inflow of the river Raba: Episode 1 km 0 000 0 170 (0.170 km) of coastline Formingslope of 1: 1.5. Insurance bottom and shoreline mattresses reticular-kamiennymi.Odcinek 2 km 0 170 1 556 (1.386 km) Local shaping of the slope in the slope of 1: 1.5 (in zniszczeĹ "), humus and sowing grass mixtures locals. Bowel fascines 2xd20 cmOdcinek 3, at km 1 556 3 350 (1.794 km) Maintaining the stream: insurance with concrete plates in tinstallment made in the context of the modernization of the railway line that runs on the right bank of the creek: section along the line kolejowej.Odcinek 4, at km 3 350 3 400 (0.05 km) section of trench under construction by PKPOdcinek 5, at km 3 400 3 520 ( 0.12 km) bottom slope insured and concrete slabs type grille (made by PKP), the section adjacent to the highway A4Odcinek 6, at km 3 520i?1/23 950 (0.43 km) Insurance bottom and coastline with concrete slabs type krata.Odcinek 7, at km 3 950 4 860 (0.91 km) Maintenance trough potoku.W scans attached 2-ch wodnoprawnych decision issued on reconstruction of the creek CSK due to the reconstruction of the railway line by PKP.Zadanie 9: 5. Babica Potok: right-hand tributary of the Raba: Episode 1 km 0 000 0 163 (0.163 km) repair existing stretch ubezpieczeń- obwałowany.Odcinek 2 km 0 163 1 205 (1.042 km) demolition of existing concrete insurance and execution of new insurance companies with concrete slabs at the bottom and on slopes coupon obwałowanyOdcinek 3 km 0 205 2 130 (0.925 km) demolition of existing concrete insurance and execution of new insurance companies with boards betOno, in the bottom and skarpach.Zadanie 10: 6. Stream Babica shafts shafts Buczkowski: modernization of embankments cofkowych stream Babica km 0 000: km 1 241: extension of the body of the shaft to a slope slopes at least 1: 2, staple densification body Shaft section of the lower shaft left to km ~ 0 300, repair the embankment crest to obtain a width of 3 m, construction of roads operational Tłstudents along the foot of the shaft left on a heart attack. 3 road width: 5 m .: modernization of embankments cofkowych ditch Buczkowski at km 0 000 0 299: extension of the shaft body to obtain the slope of embankments at least 1: 2, repair the crown shaft to obtain 3 meters wide, building roads operational, gravel along the foot of the shaft left and right on the stroke. The width of the road 3: 5 m.Dokumentację project to be developed and to proceed separately for each of the tasks in agreement with the Employer !!! 1.3. The scope of project-estimate documentation: 1. Documentation geodezyjna2. The report defining the legal status of the property covered by projektem3. Geological and engineering for shaft / for the need to obtain for courses / with expertisegeotechnical obwałowania4. Inventory przyrodnicza5. Information cards środowiskowe6 projects and reports. Operaty wodnoprawne7. Operaty dendrologiczne8. Remodeling projects of all technical infrastructure colliding with the scope of the contract, among others, water supply, gas, telecommunications, energy and inne9. Budowlane10 projects. Executive projecte11. Operaty geodetic podziaĹ, u12. Bills of quantities and cost estimate inwestorski13. Technical specifications performance and acceptance robot14. Projects reserves ziemnych15. Materials and documents for filing works ... smokers do not require a permit for the construction ™ 16. Documentation fotograficzna1.4. UzgodnieĹ range "of opinions and decisions administracyjnych.1. The location of invent to publicznego2. The decision on the environmental conditions of the consent to implement przedsięwzięcia3. Robot4 driving conditions. Minutes of the meetings koordynacyjnej5. Permits wodnoprawne6. The permit to remove trees and krzewow7. Terms of rebuilding weapons and obtain the necessary arrangements branżowych8. Consent of the owners of land plots for permanent and temporary occupation of landu to implement designed robot9. Building permits for regulacji10. Effective application for robot does not require a permit for budowę11. Permission for investments for wałowOraz any other, which will be required to obtain a final building permit or authorize the implementation of inwestycjiPrzedmiot agreement must be in accordance with veilAdami contemporary technical knowledge, applicable laws and the applicable normami.Rozwiązania design in implementation of the agreement should be developed taking into account the current facts occurring in the area, taking into account the opinion RDOŚ OO.410.1.77.2014.MZi dated. 2 November 2015 for environmental impact assessment, the general healthi?1/2MPWIS sign: NS.902.10.212.2015 dated. 8 October 2015, opiniii arrangements raised the preliminary conceptual solutions arrangements (arrangements to parts II.1 "Program ...") and gruntu.Wykonawca owners should anticipate / in agreement with the contracting authority / ability to divide design-budget documentation for the different tasks at different stages .FROMCOPE provided the robot should obejmowai?1/2 ‡ Relationship ... rownieĹĽ work associated with maintaining the patency of waste water in the entire length ci.Zakres work due to the development of i?1/2 € žZabezpieczenie flood in the valley of the River Raba: preparation of the project: Phase I study koncepcyjnei?1/2 € Return together with those obtained during development agreements. The program was implemented, commissioned ointments, Opole Management ... du Reclamation and Equipment ... devices "Water in Cracow in the years 2014-2015.2. SzczegoĹ, owy range zamowienia.2.1. GeodezyjnaZamowienie documentation includes the execution of situational-height map networking sites for planning purposes in terms of the necessary ™ dnym to the subject of the area covered ™ umowy.Na this development must complete situational ‡ measurement: height tray, according to RegOrza ... the Minister of Internal Affairs ™ Affairs and Administration of 9 November 2011 on the technical standards performing geodetic measurements situational and height networking sites and the development and transfer of these measurements to the state "-layered geodetic and cartographic (Dz. U. of 2011 . No. 263, item. 1572) is .Konieczna inventory of equipment ... devices "thankedemnych, whose existence was found in the performance of field operations for which there is no information on maps or in the institutions of industry and those about whom information obtained through intelligence ™ World rodowiskowego.Pomiar you need to perform in a manner allowing ‡ ... cy use measurement data to develop a spatial model of the terrain. This means that every pointi?1/2must be determined by three spatial coordinates x, y, z. The exclusion to this rule are subject to trees, poles, road signs and the like land, whose position is sufficient to determine the coordinates x, y.Pomiarem should be extended to detail, determining the content of the basic map (with special taking into account the elements of utility networks) orwith further particulars necessary for the preparation of maps for design purposes with the inclusion of elements required for the development of hydraulic engineering projects :: boundaries of the existing legal status or state that shown in the real estate cadastre, : landmarks and monuments of nature, : ditches, streams (full range) wells ( diameters), : ordinates inlet and outlet, the lightand even the extreme of hydraulic structures, communication, drainage, waĹ, owych and other (inventory), : for existing smokers obwaĹ, owaĹ ... ": cross-sectional min 4 pts / shaft in interwaĹ, ach 100 meter and places specific, not less than 3 sections on the shaft, : ... for existing smokers bridges cross sections cross dividers edge ™ tools and object axis for the design and building, :s road cross sections at intervals of 100 meter, : for the draft regulation of cross sections at intervals of 50 meter: network profiles overhead (energy, telecommunication, etc.): other elements necessary for the design specified by the Purchaser or Projektanta.Wykonawca forward :: final maps purposes of design, glowdczoną by the appropriate field and documentation centers geodetic and cartographic, on paper or print material from numerical map in quadruplicate. Recommended scale maps :: for objects of engineering: the scale of 1: 500: for other objects: the scale of 1: 1000: certified copies of cadastral map together with extracts from the register of land and buildings encompassing a turnesem area to develop maps for design purposes, and a list of plots where the investment contains: the name of the cadastral name of the precincts, no plots according to the state land registry, surface plots, no land registry, data on property owner that shown in the real estate cadastre, along with the address of residence (seat ) regarding the necessarydnym for the proper execution of the subject orders, : sections of cross dividers and podĹ, uĹĽne, : digital terrain model, made of materials in digital form: Technical Report: a description of the work performed, with special emphasis ™ account the way of solutions ... solutions and the alignment of horizontal and matrix height industry, including sketches showing warp ... which means you''re ... cutting solutions ... gow and materiaĹ, ow dotyczących determine the borders of the state of prawnego.2.2. The report defining the legal status nieruchomościWykonawca will obtain the documents necessary to determine the legal status of all properties included in the project for each watercourse and the shaft (existing and planned) separately :: copies of study protocols LWH, KW, ZD, : AWZ, : copies of copies of copies of acts of decision, : notarialnych2.3. Geological: engineering for shaft with geotechnicznąZamowienie expertise includes performing geotechnical investigations for the diagnosis capabilities foundation of the building and the location of possible landslides in the extent necessary to implement zamowienia.Sposob performance badańDla the shafts should be performed, among others, The following tests :: 1 km long embankment faceszba holes should not be less than :: in land carriers 5 holes in low-bearing soils, : 7 otworow.W case where sections of the shafts are shorter than 1 km, should be made at least 3 sections sections longer than 400 m 2 sections on the sections krotszych.W land bearing depth of the holes should include medium to a depth of not less than twoi?1/2height of the dam water flow conditions miarodajnego.W low-bearing soils depth of the holes should cover the whole weak base and reach into the bearing soils. In the case of substrates made of soft soils and organic high thickness testing can be limited to a depth of 2 heights of the proposed embankment, but no deeper than 6 m.Dla Performtion of a dirt must specify min .: grain size distribution, moisture content, bulk density. Depending on the type of soil: the degree of soil compaction, the degree of plasticity, cohesion, internal friction angle, filtration coefficient, ściśliwości.Na module based on the results of research and geological characteristics of a dirt should be divided into layers geotechnical groundi?1/2giving them the parameters geotechnicznych.Wykonawca forward :: layouts of the location of boreholes, : profile geotechnical and geological cross-sections: Engineering lateral and longitudinal, : analytical profiles of holes, including, among others, drilling logs and the results of the polling, : laboratory test results in tabular summaries (including krzvivid graining and geotechnical parameters Primer construction, etc.), : technical report with conclusions and recommendations on the scope of the implementation of the work necessary to achieve the foundation conditions with the proper parameters .: approved documentation and test: inżynierskąDokumentacja geological and engineering must be done in accordance with Ordinancethe Minister of Transport, Construction and Maritime Economy of 25 April 2012. on the determination of geotechnical terms of foundation works (Dz. U. of 2012. pos. 463) and the decree ... the Minister of Environment of 8 May 2014. in on documenting hydrogeological and geological-ENGINEERING (Dz. U. of 2014. pos. 596) .2.4. Environmental inventory for each watercourse and wałowWykonawca perform under the contract natural inventory. Results of the inventory and valuation of nature will be the factual basis in the procedure of issuing an environmental decision within the meaning of the Act of 3 October 2008. Provision of information on the environment and its protectioni?1/2, public participation in environmental protection and environmental impact assessments (consolidated text. Dz. U. of 2013. pos. 1235 with later. d.) They will be required, among others, to develop a project information sheet, statement (by competent authority) required to assess the environmental impact of the planned projects likelyit potentially have a significant impact on the environment, preparing reports on the environmental impact of the planned project and preparing other documents and carry out the work necessary for the proper preparation of the investment in the catchment area covered by natural Raby.Inwentaryzacja object of the contract will cover :: protected natural habitatone species of plants and animals listed in Directive 92/43 / EEC of 21 May 1992. on the conservation of natural habitats and of wild fauna and flora, as amended (the Habitats Directive), Annex II and Annex IV ;: birds listed in the Directive Council Directive 79/409 / EEC of 2 April 1979. on the conservation of wild birds, as amended (the Birds Directivea) ;: species of plants, animals and fungi (including lichen) protected in national law (strict protection and partial) ;: species of rare and zagrożonych.Wynikiem inventory of these components will valorization of the natural environment for analyzing and presenting the attractiveness of the existing state, taking care to maintain their structures and functions and knownconnection in the considered area. For the assessment of habitats and species, it will be based on attributes and indicators selected as kluczowe.Waloryzacja should be carried out in accordance with the guidelines derived from the relevant methodological guides published on the website of the General Directorate of Environmental Protection (GDEP) http://www.gdos.gov .com / guidelines-and-timedniki.2.5. Develop information sheets and reports środowiskowychWykonawca projects receive final decisions on environmental conditions for investment activities covered zamowienia.Wykonawca projects will develop information cards and reports of impacts in the environment where will be required and will submit a proposal for a decision on Wed.odowiskowych conditions for investment activities in accordance with the Act of 3 October 2008. provision of information about the environment and protects public participation in environmental protection and environmental impact assessments (consolidated text. Dz. U. of 2013. pos. 1235 with later. d.) and the Council of Ministers of 9 November 2010. regardingprojects likely to have significant effects on the environment (Journal of Laws of 2010 no. 213, item. 1397 with later. d.). Contractor shall provide :: factsheets projects and environmental impact reports in the form and extent consistent with the Act of 3 October 2008. provision of information about the environment and protects public participation in environmental protection orand on the impact assessment on the environment (consolidated text. Dz. U. of 2013. pos. 1235 with later. d.), : final decisions on environmental conditions for all inwestycji.2.6. Operaty water permits for each stream separately and wałowWykonawca perform operaty obtain water permits and water permits in accordance with the Act of 18 July 2001 Water Law (consolidated text. Journal.i?1/2U. of 2015. Pos. 469 with later. d.) or the Law of 8 July 2010. Special Rules for the implementation of investments in the field of flood protection structures (consolidated text. Dz. U. of 2015. pos. 966 with later. d.). 2.7. Operaty dendrologiczneWykonawca perform operaty dendrochronology and obtain a permit to remove trees and shrubs from the area of real estate agreeez Act of 16 April 2004. Nature Conservation (consolidated text. Dz. U. of 2015. pos. 1651 with later. d.), or the Law of 8 July 2010. Special Rules for the implementation of investments in scope of flood protection structures (consolidated text. Dz. U. of 2015. pos. 966 with later. d.). 2.8. Remodeling projects with the necessary weapons uzgodnieniemWykocontractor performs remodeling projects weapons colliding with investments and agreeing them with the administrator of weapons and obtain all the necessary decisions required to obtain a building permit or permits to construct inwestycji.2.9. Projects budowlaneWykonawca obtain a building permit for the regulation and permit the investment of the shaft. ExecutionConstruction awca will develop projects in accordance with the decree ... the Minister of Transport, Construction and Maritime Economy of 25 April 2012. on szczegoĹ, owego scope and form of construction project (Dz. U. of 2012. pos. 462 of poĹşn. d. ) .Zakres a building project defines la Art. 34 paragraph. 3 of the Act dated 7 July 1994.: Construction Law (consolidated text. Dz. U. of 2013.i?1/2Pos. 1409 with later. d.). According to this regulation the construction project should include :: project plot or land development ;: architectural and budowlanyoraz appropriate :: data of test results and engineering-geological reasons choice of foundation of buildings and designed posadowienia.Do construction project should bedesigner included information on safety and health, included in the safety plan and protection of investment zdrowia.Dla shaft during the project construction will be necessary hydrologic and hydraulic calculations for water Q0, 3% for the Raba River to budowli.Rozwiązania design parameter contained in projeKCIE construction should be ‡ technically correct internal ™ internally consistent and coordinated. In addition, the building project requires an opinion and uzgodnieĹ "from the relevant authorities and is subject to approval of the decision on the permit to build ™ or a decision on the permit for the implementation ™ inwestycji.2.10. Projects wykonawczeWykonawca uszczegoĹ, owi construction projects in the field of horsesecznym to implement businessmen ™ take ™ provided in accordance with the decree ... the Minister of Infrastructure of 2 September of 2004. szczegoĹ, owego on the scope and form of design documentation, technical specifications performance and acceptance of works and the functional-uĹĽytkowego (consolidated text . Journal of Laws of 2013. pos. 1129) .Wymagania about ... which forms of implementing projectsThey are the same as for the construction project. The solutions included in projects implementing in detail the framework of projects should not derogate of a major, referred to in Art. Paragraph 36a. 5 Construction Law. Also included in the design solutions implementing individual projects should be mutually consistent and coordinated between the projektantami.Projekty regulations will be made available to tenderers participating in the proceedings of the execution of public works. They will form the basis for bidders to prepare and submit oferty.Projekty regulations will be transferred to the successful bidder to complete and will form the basis of the works, their inspection and acceptance of the works and recioru final completed buildings. They also will provide, upon application of any changes made in the course of a robot, a basic component of as-built documentation, which is the basis for the use of realized objects and should be a major appendix to the book budowlanegoW operation of a part of the development of the ExecutiveDeputy introduce a hydraulic models made in the software MIKE 11 submitted by the Employer investments designed during the task in order to update models and update the flood zone for two probabilities 0.2% and 1%, which will reflect the threat after inwestycji.2.11. Operaty geodetic division: projects real estate division for the shafts. Requirements include real estate division of the shaft in the form operati?1/2w geodetic division containing :: cadastral map showing the projected area of investment with a record geodetic division of the property and the land necessary for the construction of the objects, and existing utilities, and a reference sectioni?1/2Real estate being part of the investments which will be carried out works (according to Art. 6, par. 1, para. 2: "special act"): unit (separately for each plot) maps containing projects division of property and real estate included in full in scope of the proposed investment, prepared in accordance with separate regulations, (according to arvol. 6, par. 1, para. 4 "special act"): the number of items 5 (including one for the Employer. The Employer allows for the transfer of copies. Projects division with a clause-based resources admission to the electronic version: CD) .In the event of one property will be subject to a number of bodies mortgage: before drawing up a proposal for the distribution pursuant to the provisionsspec: Law: Contractor shall separate the bodies of mortgages, and only later will share the investment newly created parcel accounting .: indication of real estate or parts thereof, which are part of the investment required for its implementation, which are owned by the State Treasury or local government units (as applicable to Art. 9, par. 5, subparagraph a:"Special law") an indication of the property or parts thereof which are part of the investment required for its operation, which does not become the property of the State Treasury or local government unit, but to which permanently restricts the way you use (in accordance with Art. 9, par. 5, point b, "special act"): cadastral map containing the projected area investment indicating divisions of real estate and real estate falling entirely within the scope of the proposed investment, as well as the selected area activities in a sustainable manner and timing for the realization of this investment: a list of changes in groundwater (summary): a list of synchronization (comparative, cadastre: Registry) lists timing for discrepancies between RegistryAA records in the mortgage registers (lists timing must be provided with a clause that serve as the basis for land registration) .: list of expropriation (collective) covering all plots which will become the property of the Treasury pursuant to the provisions'' spec-Law ": both plot resulting the division and parcel included in full in the designtion investments. The left side of the list of expropriation on the owner of the item. 1 must contain the name, surname, address in accordance with the current legal status of real estate, and item. 2, the data according to land records. The settlement of land areas must be disclosed in m2. W / the list should also include; No LWH, no KW no AWZ, no notarial deed No. registry of groundin. At the end of the list and the list of changes in land expropriation should be prepared summary of all parcels included in the planned investment, stating the purpose and types of classes (the list must be accompanied by copies of the AWZ, KW, LWH or their research protocols) .: application for approval of divisions of plots (including one copy as an attachment to the application for eding a decision on the permit for the investment, one copy in paper form to the Employer, and an electronic version in Excel format) copies of the minutes to present boundaries (transferred to PODGiK): a copy of the outline of measurement (transferred to PODGiK) (a sized copy of the cadastral map containing among other things, the numbers of border points, lengthi?1/2headlamps, the location of warp points, mileage investments according to the technical design / construction /): study protocol annexed the land registry to wnioskuo decision authorizing the realization of investment .: Contractor shall provide the Employer: immediately after their acquisition: a copy of extracts from the land registry (for the full text together with klasoużytkami orawith personal data) which will form attachments to wnioskuo decision to permit the implementation of inwestycji.zgodnie of the Law of 8 July 2010. Special Rules for the implementation of investments in the field of flood protection structures (consolidated text. Dz. U. of 2015 pos. 966 with later. d.) called. "Specustawa" .2.11.1. Request the competent court Rejonowegwith leading land registers -o disclosure divisions, and the ownership of the Treasury: in relation to the plots covered by investments that are under the law, the Treasury pursuant to the provisions spec-law (1 copies. in hard copy and an electronic version on CD CD) within 14 days from the date on which the decision will be issued on This would allowing the inwestycji.Operaty the implementation of geodetic division: division of real estate projects for ciekow1. Documents required to issue a decision on establishing the shoreline: for all the parcels covered by the investment throughout the entire length of regulated watercourses, it is projects demarcation of land covered with water on land other prepared zgodniez proviI Water Law: Art. 15. (separately for each plot) .2. Applications to the appropriate district administrator for a decision on establishing the boundary line (separately for each parcel) for plots for whom it is possible to issue such a decision: it is a plot of regulated prawny.Do status of documentation for land plots with undefined legal status, the Contractor will join information enabling the identification of obstacles in the release decyzji.3. Consolidated list of plots (in the paper version and version elektronicznejw Excel) falling divisions in accordance with the following table: Lp. The owner of the plot (name, address) NumerKW, LWH, AWZDziałka before the division of land after podzialeNr area. (ha) No. Area. (ha) 4. Contractor shall provide orderingemu set of extracts from the land of full content you (with klasouĹĽytkami and personal data) .2.12. Bills of quantities and cost estimates inwestorskieW Light of the Law of orders "... the public and the Ordinance of the Minister of Infrastructure of 2 September of 2004. SzczegoĹ, owego on the scope and form of design documentation and technical specifications performance receptionin the works, and the functional-uĹĽytkowego (consolidated text. Journal of Laws of 2013. pos. 1129) The Contractor will develop two handwritten ™ bne documents: the bill of quantities and cost estimate inwestorski.Przedmiar robot must have ‡ statement to be carried out in order robot You technological their performance with their szczegoĹ, owym descriptions, place of performance or indication Basicand retaining full details of the calculation and compilation amount of robot basic units of measurement and specifying the basis for pricing the robot unit, or individual investor rzeczowych.Kosztorys expenditures it must be made in accordance with the Regulation of the Minister of Infrastructure of 18 May 2004. on determining methods and bases preparation of costorysu investor, calculating planned costs of design works and planned costs of works specify down in the functional and utilitarian (Dz. U. of 2004. No. 130, item. 1389) and in accordance with the law ... Right Ordered "the public will be ™ accounted basis ™ for dual Employer ... the valuation value of the order and the ogĹ, aszaniu a tender for the execution of robot.Zgodnie a / investment estimate Regulation must include: 1. cover page 2. general characteristics of an object or a robot, including a brief technical description together with the relevant parameters, which determine the size of the object or a robot, 3. Bill of Quantities, 4. simplified calculation 5. table of elements merged, drawn up in the form of a summary settings of the robot specific bill of quantities, including overheads and indirect costs of profit, referenced to the object element or collective types of robot, 6. Attachments: a. the initial assumptions for costing, b. Detailed calculation of unit prices, the analysis of individual physical inputs and their own analysis of prices of production factors and indicators overheadi?1/2indirect costs and zysku.2.13. Technical specifications robotWykonawca performance and acceptance will develop required technical specifications for public procurement performance and acceptance of works. Studies must contain sets of requirements, which are necessary to define the standard and quality of the works, in terms of how the implementation works, all jurisdictionof construction products and assessed the performance of each robot.Zakres specifications must be in accordance with the Regulation of the Minister of Infrastructure of 2 September 2004. on the detailed scope and form of design documentation, technical specifications performance and acceptance of works and functional program (consolidated text . OJof 2013. pos. 1129) and concerns the robot basic types of robot or groups robot.3. Requirements for performance opracowania3.1. The study must be carried out in accordance with applicable regulations. The contractor will apply the law and regulations current at the date of the Investor opracowania.3.2. Development should be be labeled as to the completeness and atfrom the point of view of suitability to whom the contract is to serve 3.3. The study must be permanently and legibly marked and permanently oprawione.3.4. The study must be accompanied by extracts from the register of land and buildings or if it is the need to make legal copies of surveying the land registry parcels on which they are planned investment activities, 3.5. Prepareand collect statements of landowners on whose investment activities are planned, agreeing on a temporary or permanent land occupation and the conditions seizure or to obtain a final decision on restricting the way to use the property under the Act of 21 August 1997. about the real estate management (consolidated text. Dz. U. of 2015, pos. 1774). When uzyskiwaniu w / Ol benefits "Employer ... months will provide the Contractor with all necessary ™ dnej assistance necessary to achieve the expected approval of just gruntu.4 owner. Requirements odnoĹ not commit ... solutions "Contractor opracowania4.1. The contractor subject of the contract is committed ... tied to periodically and agreeing with the Employer ... CYM solutions ... solutions "design and on-demand ... Employer dish ... take duali?1/2sessions: Councils Technicznych.4.2. The Contractor will be required to prepare and give a presentation of design solutions within the agreed with the Employer dates, in accordance with the adopted harmonogramem.4.3. The contractor will be required to develop to represent the Employer to all organs of public administration institutions of the Memberand those natural and legal persons in connection with the execution of their duties related to the development. After signing the agreement on that contract, the Contractor shall receive appropriate pełnomocnictwo.4.4. Contractor is obliged to supplement, corrections and clarifications regarding the development reported by the Purchaser during the procedure przetargowej.5. Ordered objecti?1/2should be developed on the basis of the provisions contained in the following documents ::: The Act of 27 April 2001. Environmental Protection Law (consolidated text. Dz. U. of 2013. pos. 1232 with later. d.), : Act of 7 July 1994.: Construction Law (consolidated text. Dz. U. of 2013. pos. 1409 with later. d.), : Act of 18 July 2001. Water Law (consolidated text. Dz. U. 2015. afterwith. 469 with later. d.), : Act of 8 July 2010. Special Rules for the implementation of investments in the field of flood protection structures (consolidated text. Dz. U. of 2015. pos. 966 with later. d.), : Act of 3 October 2008. provision of information on the environment and its protection, public participation in environmental protection and assessment of the impact ofania on the environment (consolidated text. Dz. U. of 2013. pos. 1235 with later. d.) The Act of 17 May 1989. Geodetic and Cartographic Law (consolidated text. Dz. U. of 2015. Item . 520 with later. d.) .: Act of 27 March 2003. Planning and Spatial Development (consolidated text. Dz. U. of 2015. pos. 199 with later. d.) and the regulations implementing that Law;: The Act of 21 August 1997. On real estate management (consolidated text. Dz. U. of 2015. Pos. 1774), together with implementing regulations to this Act ;: The Law of 4 March 2010. Information infrastructure spatial (Dz. U. of 2010. No. 76, pos. 489 with later. d.): The act of 3 February 1995 on the protection of agricultural land and forest (consolidated text. Dz. U. of 2015.Pos. 909 with later. d.) and the regulations implementing that Act .: Act of 26 March 1982. about merging and replacement of soil (consolidated text. Dz. U. of 2014. pos. 700 with later. d.): The act of 16 April 2004. Nature Conservation (consolidated text. Dz. U. of 2015. pos. 1651 with later. d.), along with the regulations implementing this law ;: Act of July 28ca 2005. of spa treatment, spas and spa protection areas and communities spa (consolidated text. Dz. U. of 2012. pos. 651 with later. d.) ;: Act of 23 July 2003. on the protection of monuments and the care of monuments (consolidated text. Dz. U. of 2014. pos. 1446 with later. d.) .: Act of 9 June 2011.: Geological and Mining Law (text themdn. Acts. U. of 2015. Pos. 196 with later amendments.) ;: Resolution 251 / IX / 2005 of the Regional Water Management Water Upper Vistula of 31 March 2005 .: Directive 2000/60 / EC of the European Parliament and of the Council of 23 October 2000. Establishing a framework for Community action in the field of water policy: Water Framework Directive: the Council of Ministers dated November 9and 2010. on projects likely to have significant effects on the environment (Dz. U. of 2010. No. 213, item. 1397 with later. d.), : Regulation of the Minister of Infrastructure of 2 September 2004 on the detailed scope and forms of documentation design, technical specifications performance and acceptance of works and functional program (consolidated text. Acts. U. of 2013. Pos. 1129), : Minister of Infrastructure Regulation of 23 June 2003. On information regarding safety and protection of health and safety plan and health (Journal of Laws of 2003. No. 120, item. 1126) Regulation of the Minister of Transport, Building and Maritime Economy of 25 April 2012. on the fixing of geotechnicsinter-related terms of foundation works (Dz. U. of 2012. pos. 463), : the Minister of Environment of 8 May 2014. on documenting hydrogeological and geological-engineering (Dz. U. of 2014. pos. 596), : the Minister of Environment of 20 April 2007. on technical conditions to be met butures hydraulic structures and their location (Dz. U. 2007. No. 86, pos. 579), : ... The decree of the Minister of Transport and Maritime Economy of 30 May 2000. on the technical conditions to be met by ‡ road and objects ENGINEERING their location (Dz. U. of 2000. No. 63, pos. 735 of poĹşn. d.), : ... The decree of the Minister of Transport and Maritime Economy datedia 2 March 1999. on technical conditions to be met by public roads and their location (Dz. U. of 1999. No. 43, pos. 430 with later. d.) .: Council of Ministers dated December 7, 2004 r. in the way of doing the splits mode of real estate (Dz. U. of 2004., No. 268, item. 2663) Council of Ministers of 17 July 2001.wykazywaniaw on the cadastre data relating to land, building premises, located in enclosed areas (Dz. U. of 2001. No. 84 pos. 911) .: Regulation of the Minister of Infrastructure of 26 August 2003. on the way determining requirements for new buildings and land terenuw the absence of a local planzoning (Dz. U. of 2003. No. 164, item. 1588), : Council of Ministers dated 24 August 2004. on determining the types of properties considered essential for purposes of national security obronnościi (consolidated text. Dz. U . from 2014. pos. 1087), : Council of Ministers of 4 May 2005. the merge and split immovableestate (Dz. U. of 2005. No. 86, pos. 736): The Minister of National Defence on 22 May 2003. on the supervision of geodetic and cartographic work in enclosed areas (Dz. U. of 2003. No. 101, pos. 939) .: Regulation of the Minister of National Defence on 18 July 2003. on closed areas necessary for the defense of the State (Dz. U.2003. No. 141, item. 1368) .: Regulation of the Minister of Physical Planning and Construction dated 21 February 1995. On the type and scope of geodetic: cartographic and geodetic activities valid in construction (Dz. U. of 1995. No. 25, pos. 133) ;: Regulation of the Minister of Administration and Digitization of 2 November 2015. on bazy topographic data objects and basic map (Dz. U. of 2015. pos. 2028): ... the Ordinance of the Minister of Internal Affairs ™ Affairs and Administration of 9 November 2011. on technical standards performing geodetic measurements situational and height networking sites and the development and transfer of these measurements to the state "-layered Geodetic and Cartographic instaficznego (Dz. U. of 2011. No. 263, item. 1572) .: Regulation of the Council of Ministers of 15 October 2012. on the national spatial reference system (Dz. U. of 2012. poz.1247) ;: Regulation of the Minister of Internal Affairs and Administration of 15 April 1999. on the protection of signs surveying, magnetic grawimetrycznychi (Journal of Laws of 1999. nr 45 pos. 454 with later. d.), : Regulation of the Minister of Administration and Digitization of 14 February 2012. on the geodetic, gravimetric and magnetic (Dz. U. of 2012. pos. 352) .: Regulation of the Minister of Infrastructure of 18 May 2004. on determining methods and bases for preparation of the investment cost estimate, calculating the planned costs prac design and planned construction work costs determine out in the program functionality: utilitarian (Dz.Uz 2004. No. 130, item. 1389): ... the Ordinance of the Minister of Environment, Minister of Transport, Construction and Maritime Economy, the Minister of Administration and Digitisation and the Minister Inside ™ Interior Affairs dated 21 December 2012. on mapping risks afterwodziowego and flood risk maps (Dz. U. of 2013. pos. 104): Minister of Environment of 17 August 2006. on the scope of water management instructions (Dz. U. of 2006. No. 150, item. 1087 ) AND OTHER APPLICABLE PRZEPISYUwaga.Wykonawcę will apply the law and regulations current at the date of the Investor opracowania.6. Reflectionsory6.1. Object of the contract in the form of projects, operati?1/2w, specifications, przedmiarow documentation to be done in 5 copies 3 copies. In electronic version * (separately for each individual task) * (by saving to a USB memory stick (stick) documentation in PDF format (* pdf ) divided into separate files for each item.) 6.2. In addition Wykonawca over ordering in electronic form any used during the development of the subject orders materiały.7. Shared materiałyZamawiający undertakes to provide the Contractor with the development related to the subject of the order ie .: "Securing flood in the valley of the River Raba: preparation of investment: Phase I concept development" ofi?1/2The environmental impact assessment ed. in 20

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