Page 1 XUHPHQW\037KUHVKROG (US$ 000) 20,000 153.1 369.8 10.1 15.1 90 : ,&% 153.1 579.1 10.1 15.1 90 : $OO <20,000 172.5 369.8 10.1 15.1 90 : 1&% 5,000 <100 3,1* 191.9 581.7 10.1 10.1 90 : 1$ 1,000 211.4 369.8 10.1 15.1 90 : ,&% 211.4 579.1 10.1 15.1 90 : $// <1,000 230.8 369.8 10.1 15.1 90 : 1&% 500 <100 3,1* 250.3 581.7 10.1 10.1 90 : 1$ 200 QCBS/QBS 100 <200 297.5 369.8 10.1 15.1 90 : &46 100 YLGXDO\03FRQVXOWDQWV >50 OH\03VRXUFH\03VHOHFWLRQ 03VLQJOH\03VRXUFH\03FRQWUDFWV 1/: The first NCB contract for civil works is also subject to the Bank’s prior review. 2/: Contract contracting shall comply with Para. 3.6 & 3.7 of Procurement Guidelines 1.Civil Works 2. Goods 3.Consultants Services LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW Thresholds for Procurement Methods and Prior Review QGLWXUH\03&DWHJRU\\03 XUHPHQW\030HWKRG 1/Prior Review Threshold •• 8_ • 1 Page 2 RMB'000 (US$'00 0) 1 182.3 153.3 9.4 4.8 90 : ffl 3 182.3 414.7 9.4 4.8 90 : ff e n ccent arumlaut 182.3 618.2 9.4 9.6 90 : fifl 182.3 660.2 9.4 9.6 90 : fifi l 2 Construction of Dams 713,511 104,928 MYG2W 1 Meiyaogou Dam Construction(44.8m concrete faced sand &gravel Rock dam) 120,412 17,708 NCB RU 2010.7 2010.8 2010.9 2010.10 MYG2W 2 Industrial Water Transmission Works(9.483km glass steel pipe,0.5m in diameter:) 4,745 698 NBF 288.4 535.9 8.9 9.1 90 : 1$ 2010.7 2010.8 2010.9 2010.10 RWDO 125,158 18,406 UWDQJRX\03'DP\03&RQVWUXFWLRQ\03LQ\036KDQVKDQ\03FRXQW\ ETG2W1 Main Dam Construction Works(66m asphalt concrete core sand & rock dam) 147,976 21,761 ICB U 2010.8 2010.9 2010.10 2010.11 ETG2W2 Water Diversion and Release Tunnel, Irrigation Water Supply Tunnel,permanent buildings 47,819 7,032 NCB U 2010.6 2010.7 2010.8 2010.9 ETG2W3 Water Spillway Works(cofferdam:28m wide) 23,999 3,529 NCB 436.0 531.3 8.9 18.2 90 : 3267 2010.8 2010.9 2010.10 2010.11 ETG2W4 Transport Works(15km road to the site) 12,750 1,875 NCB 452.1 531.3 8.9 18.2 90 : 3267 2010.11 2010.12 2011.1 2011.3 ETG2W5 Power transmission supply works 35kv 55km 8,810 1,296 NCB 470.6 531.3 8.9 18.2 90 : 3267 2010.6 2010.7 2010.8 2010.9 RWDO 241,354 35,493 ALG2W1 Main Dam Construction Works(105m asphalt concrete core sand and rock dam 214,973 31,614 ICB U 2010.8 2010 .10 2010.11 2010 .12 LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Civil Works DRJRX\03'DP\03&RQVWUXFWLRQ\03 Meiyaogou Reservoir Construction Management Bureau Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Ertanggou Reservoir Construction Management Bureau QJRX\03'DP\03&RQVWUXFWLRQ\03LQ\037XRNH[XQ\03&RXQW\ Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method •• 8_ • 2_2 Page 3 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method TASK-TJ1 1002.8m Water Release Tunnel 43,873 6,452 NBF 182.1 535.9 8.9 9.1 90 : 1$ 2009.11 2009.12 2009.12 2009.12 TASK-TJ2 744.4m Irrigation Water Supply Tunnel 15,836 2,329 NBF 195.3 535.9 8.9 9.1 90 : 1$ 2009.11 2009.12 2009.12 2009.12 ALG2W2 Water Spillway Works total length:298.3m width:28m-20m 47,760 7,024 NBF 215.9 535.9 8.9 9.1 90 : 1$ 2011.2 2011.3 2011.4 2011.8 ALG2W3 Transport Works 4km permanent road 16,000 2,353 NBF 236.3 535.9 8.9 9.1 90 : 1$ 2010.5 2010.6 2010.7 2010.8 ALG2W4 Power transmission supply works 6km 2,100 309 NBF 249.3 535.9 8.9 9.1 90 : 1$ 2010.5 2010.6 2010.7 2010.8 ALG2W5 House Buildings 2800 m2 6,456 949 NBF 262.3 535.9 8.9 9.1 90 : 1$ 2010.5 2010.6 2010.7 2010.8 RWDO 346,998 51,029 3. Irrigated Agriculture Water Savings 78,116 11,488 3. 1Works for water-saving Irrigation 27,799 4,088 TLF3.1W1 Ya'r township grape drip(5,000mu) 1,766 260 NBF 353.5 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TLF3.1W2 Aiding Lake Township melon &cotton drip(7,000mu) 736 108 NBF 372.2 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TLF3.1W3 Qiatekale Township melon &cotton(8000mu) 742 109 NBF 390.9 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TLF3.1W4 Ya'r township and Ai Dinghu Township green houses(4000mu) 546 80 NBF 407.7 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 TLF3.1W5 Er Pu Township green houses(15000mu) 1,869 275 NBF 424.5 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 TLF3.1W6 Qiaktekale Township green houses(6000mu) 825 121 NBF 437.5 535.9 8.9 9.1 90 : 1$ 2012.12 2013.1 2013.2 2013.3 TLF3.1W7 San Pu Township green houses(15000mu) 1,719 253 NBF 450.4 535.9 8.9 9.1 90 : 1$ 2012.12 2013.1 2013.2 2013.3 RWDO 8,202 1,206 SS3.1W1 Tuyugou Township &Dalangkan Township green houses(3993mu) 768.84 113 NBF 500.1 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 SS3.1W2 Lukeqin Township green houses (6175mu) 1,197.60 176 NBF 520.3 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 Drip irrigation in Turpan city(60,000mu) \03LUULJDWLRQ\03LQ\036KDQVKDQ\03&RXQW\\0bbrevefl\11flflflPX\0c Alagou Reservoir Construction Management Bureau Turpan city Water Resources Bureau •• 8_ • 2_3 Page 4 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method SS3.1W3 Dalangkan Township grape,melon &cotton (5157mu) 583.40 86 NBF 186.4 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 SS3.1W4 Qiketai Township grape(5087mu) 612.99 90 NBF 203.5 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 SS3.1W5 Pizhan Township melon & cotton(11,000mu) 968.79 142 NBF 216.4 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 SS3.1W6 Lianmuqin Township surface water dripping(4862mu) 670.53 99 NBF 232.7 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 SS3.1W7 Lukeqin Township grape,melon &cotton(6050mu) 778.59 114 NBF 253.4 535.9 8.9 9.1 90 : 1$ 2012.12 2013.1 2013.2 2013.3 SS3.1W8 Tuyugou Township grape(8007mu) 983.38 145 NBF 270.9 535.9 8.9 9.1 90 : 1$ 2012.12 2013.1 2013.2 2013.3 RWDO 6,564 965 TKX3.1W1 Alagou surface water dripping (9994mu) 1,917 282 NBF 318.7 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TKX3.1W2 Township green houses(4648mu) 1,760 259 NBF 337.1 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TKX3.1W3 Agriculture Park green houses(4477mu) 1,642 241 NBF 350.1 535.9 8.9 9.1 90 : 1$ 2010.12 2011.1 2011.2 2011.3 TKX3.1W4 Guolebuyi Township pumped well dripping(9965mu) 2,007 295 NBF 367.4 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 TKX3.1W5 Guolebuyi Township Liushuiquan pumped well dripping(3121mu) 674 99 NBF 391.9 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 TKX3.1W6 Bositan Township surface water pressure dripping (4083mu) 1,309 193 NBF 421.4 535.9 8.9 9.1 90 : 1$ 2011.12 2012.1 2012.2 2012.3 TKX3.1W7 Xia Township surface water pressure dripping (10600mu) 2,820 415 NBF 447.1 535.9 8.9 9.1 90 : 1$ 2012.12 2013.1 2013.2 2013.3 TKX3.1W8 Xia Township pumped well dripping (4063mu) 903 133 NBF 2012.12 2013.1 2013.2 2013.3 RWDO 13,033 1,917 3.2.Canal Rehabilitation and Construction 50,316 7,399 TLF3.2W1 7.45kmTarlang Main Canal [0+000~7+450] 6,920 1,018 NCB 534.9 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 22.8km Tarlang Main Canal Construction in Turpan City Shanshan CountyWater Resources Bureau Turpan City General Tuokexun County Water Resources Bureau \03LUULJDWLRQ\03LQ\037XRNH[XQ\03&RXQW\\0bbrevefl\11flflflPX\0c •• 8_ • 2_4 Page 5 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method TLF3.2W2 7.55kmTarlang Main Canal [7+450~15+000] 6,510 957 NCB 182.1 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 TLF3.2W3 7.82kmTarlang Main Canal [15+000~22+820] 6,618 973 NCB 195.1 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 RWDO 20,048 2,948 SS3.2W1 10km Canal Construction works [0+000~10+000] 5,266 774 NCB 246.9 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 SS3.2W2 9.3km Canal Construction works[10+000~19+300] 4,856 714 NCB 259.9 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 RWDO 10,122 1,489 TKX3.2W1 2km Alagou Main Canal [0+000~2+000] 6,199 912 NCB 311.7 531.3 8.9 18.2 90 : 3267 2012.12 2013.1 2013.2 2013.3 TKX3.2W2 2km Alagou Main Canal[2+000~4+000] 6,199 912 NCB 324.7 531.3 8.9 18.2 90 : 3267 2012.12 2013.1 2013.2 2013.3 TKX3.2W3 2.5km Alagou Main Canal[4+000~6+500] 7,748 1,139 NCB 337.6 531.3 8.9 18.2 90 : 3267 2012.12 2013.1 2013.2 2013.3 RWDO 20,146 2,963 Wudaolin Kariz Restoration in Turpan City KEJ4W1 2.88km Canal and Vertical Well Construction 2,889 425 NCB 405.8 531.3 8.9 18.2 90 : 3267 2010.7 2010.8 2010.9 2010.10 RWDO 2,889 425 794,515 116,840 PMO1G1 Database software 300 44 Shopping 464.3 535.9 8.9 9.1 90 : 1$ 2010.7 2010.8 2010.9 2010.10 PMO1G2 GIS software 500 74 Shopping 477.3 535.9 8.9 9.1 90 : 1$ 2010.7 2010.8 2010.9 2010.10 PMO1G3 Water Resources Management Hardware Equipment 489 72 Shopping U 2010.7 2010.8 2010.9 2010.10 PMO1G4 Water Resources Mornitoring Equipment 483 71 Shopping 517.4 535.9 8.9 9.1 90 : 1$ 2010.7 2010.8 2010.9 2010.10 Turpan Prefecture Relic Bureau O\03IRU\03&LYLO\03:RUNV n\11breveNP\03$ODJRX\03&DQDO\03&RQVWUXFWLRQ\03LQ\03\037XRNH[XQ\03&RXQW\ Tuokexun county General Management Station of Water Resources 4. Kariz Restoration Shanshan County General Management Station of Water Resources, ngarumlaut\11ffiNP\03(UWDQJRX\03&DQDO\03&RQVWUXFWLRQ\03LQ\036KDQVKDQ\03&RXQW\ XUHPHQW\03RI\03*RRGV General Management Station of Water Resources, •• 8_ • 2_5 Page 6 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method PMO1G5 TCC Water measurement facility and mornitoring equipment supplied to Qiketai township surface water right management pilot. 1,100 162 NCB 197.9 531.3 8.9 18.2 90 : 3267 2010.12 2011.1 2011.2 2011.3 PMO1G6 Water measurement facility and mornitoring equipment 1,300 191 NCB 232.0 531.3 8.9 18.2 90 : 3267 2010.7 2010.8 2010.9 2010.10 RWDO 4,172 614 DQLFD/\03\09\03(OHFWULF\03HTXLSPHQW\0fPHWDO\03VWUXFWXUH\03VXSSO\\03\0fLQVWDOODWLRQ\03IRU\030HL\DRJRX\03'DP\03LQ\037XUSDQ\03&LW\ MYG2G1 Metal Structure Supply and installation(2 plane gates,1 radial gate, 2 winches and 2 hydraulic hoists 2,196 323 NCB 316.0 531.3 8.9 18.2 90 : 3267 2010.9 2010.10 2010.11 2010.12 MYG2G2 Dam Monitoring Equipment 2,745 404 NCB 346.7 531.3 8.9 18.2 90 : 3267 2010.9 2010.10 2010.11 2010.12 MYG2G3 Mechanical and electric equipment(several contracts) 2,366 348 NCB 363.3 531.3 8.9 18.2 90 : 3267 2010.9 2010.10 2010.11 2010.12 MYG2G4 Procurement of Geomenbrame(550,200M2) 12,765 1,877 ICB U 2010.12 2011.2 2011.3 2011.4 RWDO 20,073 2,952 DQLFD/\03\09\03HOHFWULF\03HTXLSPHQW\0fPHWDO\03VWUXFWXUH\03VXSSO\\0fLQVWDOODWLRQ\03IRU\03(UWDQJJRX\03'DP\03LQ\036KDQVKDQ&RXQW\ ETG2G1 Metal structure supply and installation(3 plane gates,2 radial gates,3 winches, 2 hydraulic hoists and 2 monorail cranes ) 7,603 1,118 ICB U 2010.9 2010.10 2010.11 2010.12 ETG2G2 Dam Monitoring Equipmen 2,520 371 NCB 488.1 531.3 8.9 18.2 90 : 3267 2010.9 2010.10 2010.11 2010.12 ETG2G3 Mechanical and electric equipment(several contracts) 7,641 1,124 ICB/NCB U 2010.9 2010.10 2010.11 2010.12 RWDO 17,763 2,612 Turpan prefecturePMO 2. Equipment forThree Dams •• 8_ • 2_6 Page 7 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method DQLFD/\03\09\03HOHFWULF\03HTXLSPHQW\0fPHWDO\03VWUXFWXUH\03VXSSO\\03\0fLQVWDOODWLRQ\03IRU\03$ODJRX\03'DP\03LQ\037XRNH[XQ\03&RXQW\ TASK-SB1 Gates in diversion & sluice Tunnel (2 plane gates and 1 radial gate) 2,957 435 NBF 207.5 535.9 8.9 9.1 90 : 1$ 2010.1 2010.2 2010.2 2010.3 TASK-SB2 Hoists in diversion & sluice tunnel (2 winches and 1 hydraulic hoist) 4,961 730 NBF 244.0 535.9 8.9 9.1 90 : 1$ 2010.1 2010.2 2010.2 2010.3 ALG2G1 metal structure supply and installation (1 plane gate,4 radial gates,3 winches and 1 hydraulic hoist) 5,158 759 NCB U 2010.7 2010.8 2010.9 2010.10 ALG2G2 Dam Monitoring Equipmen 8,553 1,258 ICB U 2010.7 2010.8 2010.9 2010.10 ALG2G3 Mechanical and electric equipment (several contracts) 4,422 650 NCB U 2010.7 2010.8 2010.9 2010.10 RWDO 26,051 3,831 O\03IRU\03'DP\03HTXLSPHQW 63,886 9,395 SLQJ\03LUULJDWLRQ\03SXPS\03VXSSO\\0fLQVWDOODWLRQ\03IRU\03WKUHH\03FRXQWLHV\03LQ7XUSDQ\033UHIHFWXUH PMO3.1G1 Drip irrigation pumps and fittings(330 pumps,330 start- up panels) 6,453 949 NCB U 2010.12 2011.1 2011.2 2011.3 RWDO 6,453 949 SLQJ\03LUULJDWLRQ\03ILOWHULQJ\03HTXLSPHQW\03VXSSO\\0fLQVWDOODWLRQ\03IRU\03WKUHH\03FRXQWLHV\03LQ7XUSDQ\033UHIHFWXUH PMO3.1G2 Filtering equipment for drip irrigation (355 centrifigual filters, 309 sieve filters, 26 autimatci re-flusing filters, and 331 feretilizer spreaders 5,556 817 NCB U 2010.12 2011.1 2011.2 2011.3 RWDO 5,556 817 Drip Irrigation Equipment and •• 8_ • 2_7 Page 8 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method SLQJ\03LUULJDWLRQ\03SLSHV\03\09ILWWLQJV\03VXSSO\\0fLQVWDOODWLRQ\03IRU\03WKUHH\03FRXQWLHV\03LQ7XUSDQ\033UHIHFWXUH PMO3.1G3 Drip PVC pipes & fittings for 80,000mu (Turpan City:30000mu,Shanshan:25000mu,Tuokexun:25000 mu) 60,036 8,829 ICB U 2010.12 2011.1 2011.2 2011.3 PMO3.1G4 Drip PVC pipes & fittings for 80,000mu (Turpan: City:30000mu,Shanshan:25000mu,Tuokexun:25000 mu) 60,036 8,829 ICB U 2011.12 2012.1 2012.2 2012.3 RWDO 120,073 17,658 O\03IRU\03GULSSLQJ\03LUULJDWLRQ\03HTXLSPHQW 132,081 19,424 HPEUDQH\0fLQVWDOODWLRQ\03IRU\037DUODQJ\030DLQ\03&DQDO\03LQ\037XUSDQ\03DQG\03(UWDQJRX\03&DQDO\03LQ\036KDQVKDQ PMO3.2G1 Geomembrane,installation (27,000m2 for Ertangou Canal,107,000m2 for Ertangou Canal 2,767 407 NCB 383.2 531.3 8.9 18.2 90 : 3267 2013.1 2013.2 2013.3 2013.4 RWDO 2,767 407 134,848 19,831 PMO5G1 Office Equipment 250 37 Shopping 457.9 535.9 8.9 9.1 90 : 1$ 2010.9 2010.9 RWDO 250 37 203,156 29,876 Re NBF:Non Bank Financing contract ICB Internation Competitive Bidding NCB National Competitive Bidding Shopping The estimated cost for this procurement contract is based on the cost of the preliminary design in September 2009. Works contracts for Meiyaogou, Ertanggou and Alagou dam construction are subject to prequalification Equipment and pipes & fittings RWDO\03IRU\03LUULJDWLRQ 5 Office Equipment O\03IRU\03JRRGV •• 8_ • 2_8 Page 9 RMB'000 (US$'00 0) LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW XUPHQW\033ODQ\03IRU\03ZRUNV\03DQG\03JRRGV Expecte d Date of Contract Signing Reference No Expecte d Issuing date of BD Expecte d Date of Bid Opening Bank Review PRIOR/ POST) Expecte d Starting Date of Contract Description of Contract Cost Estimate Procure ment Method Exchange rate:RMB6.8:1$ . 223.4 166.0 8.3 4.7 90 : & 223.4 170.3 8.3 4.7 90 : R 223.4 174.9 8.3 4.7 90 : Q 223.4 179.2 8.3 4.7 90 : W 223.4 183.8 8.3 4.7 90 : U 223.4 188.1 8.3 4.7 90 : D 223.4 192.7 8.3 4.7 90 : F 223.4 197.0 8.3 4.7 90 : W 223.4 201.5 8.3 4.7 90 : \03 223.4 205.9 8.3 4.7 90 : 1 223.4 210.4 8.3 4.7 90 : R 223.4 214.7 8.3 4.7 90 : \11 223.4 219.3 8.3 4.7 90 : \1d 223.4 260.8 8.3 4.7 90 : fi 223.4 265.4 8.3 4.7 90 : \0f 223.4 269.7 8.3 4.7 90 : ffl 223.4 274.3 8.3 4.7 90 : \0f 223.4 278.6 8.3 4.7 90 : ffi 223.4 283.1 8.3 4.7 90 : \0f 223.4 287.5 8.3 4.7 90 : ff 237.5 166.0 8.3 4.7 90 : S 237.5 170.3 8.3 4.7 90 : U 237.5 174.9 8.3 4.7 90 : R 237.5 179.2 8.3 4.7 90 : F 237.5 183.8 8.3 4.7 90 : X 237.5 188.1 8.3 4.7 90 : U 237.5 192.7 8.3 4.7 90 : H 237.5 197.0 8.3 4.7 90 : P 237.5 201.5 8.3 4.7 90 : H 237.5 205.9 8.3 4.7 90 : Q 237.5 210.4 8.3 4.7 90 : W 237.5 214.7 8.3 4.7 90 : \03 237.5 219.3 8.3 4.7 90 : F 237.5 223.6 8.3 4.7 90 : D 237.5 228.2 8.3 4.7 90 : W 237.5 232.5 8.3 4.7 90 : H 237.5 237.1 8.3 4.7 90 : J 237.5 241.4 8.3 4.7 90 : R 237.5 245.9 8.3 4.7 90 : U 237.5 250.3 8.3 4.7 90 : \ 237.5 260.8 8.3 4.7 90 : : 237.5 265.4 8.3 4.7 90 : R 237.5 269.7 8.3 4.7 90 : U 237.5 274.3 8.3 4.7 90 : N 237.5 278.6 8.3 4.7 90 : V 237.5 283.1 8.3 4.7 90 : \0f 237.5 287.5 8.3 4.7 90 : * 237.5 292.0 8.3 4.7 90 : \1d 237.5 296.3 8.3 4.7 90 : * 237.5 300.9 8.3 4.7 90 : R 237.5 305.2 8.3 4.7 90 : R 237.5 309.8 8.3 4.7 90 : G 237.5 314.1 8.3 4.7 90 : V 237.5 318.7 8.3 4.7 90 : \0f 237.5 323.0 8.3 4.7 90 : & 237.5 327.5 8.3 4.7 90 : \1d 237.5 331.9 8.3 4.7 90 : & 237.5 336.4 8.3 4.7 90 : R 237.5 340.7 8.3 4.7 90 : Q 237.5 345.3 8.3 4.7 90 : V 237.5 349.6 8.3 4.7 90 : X 237.5 354.2 8.3 4.7 90 : O 237.5 358.5 8.3 4.7 90 : W 237.5 363.1 8.3 4.7 90 : D 237.5 367.4 8.3 4.7 90 : Q 237.5 371.9 8.3 4.7 90 : W 237.5 376.3 8.3 4.7 90 : \03 237.5 380.8 8.3 4.7 90 : 6 237.5 385.1 8.3 4.7 90 : H 237.5 389.7 8.3 4.7 90 : U 237.5 394.0 8.3 4.7 90 : Y 237.5 398.6 8.3 4.7 90 : L 237.5 403.1 8.3 4.7 90 : F 237.5 407.5 8.3 4.7 90 : H 237.5 412.0 8.3 4.7 90 : V 237.5 416.3 8.3 4.7 90 : \0f 237.5 420.7 8.3 4.7 90 : 7 237.5 425.2 8.3 4.7 90 : \1d 237.5 429.5 8.3 4.7 90 : 7 237.5 434.1 8.3 4.7 90 : U 237.5 438.4 8.3 4.7 90 : D 237.5 443.0 8.3 4.7 90 : L 237.5 447.3 8.3 4.7 90 : Q 237.5 451.9 8.3 4.7 90 : L 237.5 456.2 8.3 4.7 90 : Q 237.5 460.7 8.3 4.7 90 : J 237.5 465.1 8.3 4.7 90 : \03 237.5 469.6 8.3 4.7 90 : D 237.5 473.9 8.3 4.7 90 : Q 237.5 478.5 8.3 4.7 90 : G 237.5 482.8 8.3 4.7 90 : \03 237.5 487.4 8.3 4.7 90 : : 237.5 491.7 8.3 4.7 90 : R 237.5 496.3 8.3 4.7 90 : U 237.5 500.8 8.3 4.7 90 : N 237.5 505.1 8.3 4.7 90 : V 237.5 509.7 8.3 4.7 90 : \0f 237.5 514.0 8.3 4.7 90 : 1 237.5 518.6 8.3 4.7 90 : \1d 237.5 522.9 8.3 4.7 90 : 1 237.5 527.5 8.3 4.7 90 : R 237.5 531.8 8.3 4.7 90 : Q 237.5 536.3 8.3 4.7 90 : \03 237.5 540.7 8.3 4.7 90 : % 237.5 545.2 8.3 4.7 90 : D 237.5 549.5 8.3 4.7 90 : Q 237.5 554.1 8.3 4.7 90 : N 237.5 558.4 8.3 4.7 90 : \03 237.5 563.0 8.3 4.7 90 : ) 237.5 567.3 8.3 4.7 90 : L 237.5 571.9 8.3 4.7 90 : Q 237.5 576.2 8.3 4.7 90 : D 237.5 580.7 8.3 4.7 90 : Q 237.5 585.1 8.3 4.7 90 : F 237.5 589.6 8.3 4.7 90 : L 237.5 593.9 8.3 4.7 90 : Q 237.5 598.5 8.3 4.7 90 : J 237.5 602.8 8.3 4.7 90 : \11 251.9 166.0 8.3 4.7 90 : S 251.9 170.3 8.3 4.7 90 : U 251.9 174.9 8.3 4.7 90 : R 251.9 179.2 8.3 4.7 90 : M 251.9 183.8 8.3 4.7 90 : H 251.9 188.1 8.3 4.7 90 : F 251.9 192.7 8.3 4.7 90 : W 251.9 197.0 8.3 4.7 90 : \03 251.9 201.5 8.3 4.7 90 : F 251.9 205.9 8.3 4.7 90 : D 251.9 210.4 8.3 4.7 90 : W 251.9 214.7 8.3 4.7 90 : H 251.9 219.3 8.3 4.7 90 : J 251.9 223.6 8.3 4.7 90 : R 251.9 228.2 8.3 4.7 90 : U 251.9 232.5 8.3 4.7 90 : \ 251.9 260.8 8.3 4.7 90 : fi 251.9 265.4 8.3 4.7 90 : \11 251.9 269.7 8.3 4.7 90 : ( 251.9 274.3 8.3 4.7 90 : 7 251.9 278.6 8.3 4.7 90 : \03 251.9 283.1 8.3 4.7 90 : E 251.9 287.5 8.3 4.7 90 : D 251.9 292.0 8.3 4.7 90 : V 251.9 296.3 8.3 4.7 90 : H 251.9 300.9 8.3 4.7 90 : G 251.9 305.2 8.3 4.7 90 : \03 251.9 309.8 8.3 4.7 90 : : 251.9 314.1 8.3 4.7 90 : D 251.9 318.7 8.3 4.7 90 : W 251.9 323.0 8.3 4.7 90 : H 251.9 327.5 8.3 4.7 90 : U 251.9 331.9 8.3 4.7 90 : \03 251.9 336.4 8.3 4.7 90 : 5 251.9 340.7 8.3 4.7 90 : H 251.9 345.3 8.3 4.7 90 : V 251.9 349.6 8.3 4.7 90 : R 251.9 354.2 8.3 4.7 90 : X 251.9 358.5 8.3 4.7 90 : U 251.9 363.1 8.3 4.7 90 : F 251.9 367.4 8.3 4.7 90 : H 251.9 371.9 8.3 4.7 90 : V 251.9 376.3 8.3 4.7 90 : \03 251.9 380.8 8.3 4.7 90 : P 251.9 385.1 8.3 4.7 90 : D 251.9 389.7 8.3 4.7 90 : Q 251.9 394.0 8.3 4.7 90 : D 251.9 398.6 8.3 4.7 90 : J 251.9 402.9 8.3 4.7 90 : H 251.9 407.5 8.3 4.7 90 : P 251.9 411.8 8.3 4.7 90 : H 251.9 416.3 8.3 4.7 90 : Q 251.9 420.7 8.3 4.7 90 : W 251.9 425.2 8.3 4.7 90 : \0f 251.9 429.5 8.3 4.7 90 : ffl 251.9 434.1 8.3 4.7 90 : \11 251.9 438.4 8.3 4.7 90 : ' 251.9 443.0 8.3 4.7 90 : D 251.9 447.3 8.3 4.7 90 : P 251.9 451.9 8.3 4.7 90 : \03 251.9 456.2 8.3 4.7 90 : & 251.9 460.7 8.3 4.7 90 : R 251.9 465.1 8.3 4.7 90 : Q 251.9 469.6 8.3 4.7 90 : V 251.9 473.9 8.3 4.7 90 : W 251.9 478.5 8.3 4.7 90 : U 251.9 482.8 8.3 4.7 90 : X 251.9 487.4 8.3 4.7 90 : F 251.9 491.7 8.3 4.7 90 : W 251.9 496.3 8.3 4.7 90 : L 251.9 500.6 8.3 4.7 90 : R 251.9 505.1 8.3 4.7 90 : Q 251.9 509.7 8.3 4.7 90 : \1e 266.1 260.8 8.3 4.7 90 : ffi 266.1 265.4 8.3 4.7 90 : \11 266.1 269.7 8.3 4.7 90 : , 266.1 274.3 8.3 4.7 90 : U 266.1 278.6 8.3 4.7 90 : U 266.1 283.1 8.3 4.7 90 : L 266.1 287.5 8.3 4.7 90 : J 266.1 292.0 8.3 4.7 90 : D 266.1 296.3 8.3 4.7 90 : W 266.1 300.9 8.3 4.7 90 : H 266.1 305.2 8.3 4.7 90 : G 266.1 309.8 8.3 4.7 90 : \03 266.1 314.1 8.3 4.7 90 : $ 266.1 318.7 8.3 4.7 90 : J 266.1 323.0 8.3 4.7 90 : U 266.1 327.5 8.3 4.7 90 : L 266.1 331.9 8.3 4.7 90 : F 266.1 336.4 8.3 4.7 90 : X 266.1 340.7 8.3 4.7 90 : O 266.1 345.3 8.3 4.7 90 : W 266.1 349.6 8.3 4.7 90 : X 266.1 354.2 8.3 4.7 90 : U 266.1 358.5 8.3 4.7 90 : H 266.1 363.1 8.3 4.7 90 : \03 266.1 367.4 8.3 4.7 90 : : 266.1 371.9 8.3 4.7 90 : D 266.1 376.3 8.3 4.7 90 : W 266.1 380.8 8.3 4.7 90 : H 266.1 385.1 8.3 4.7 90 : U 266.1 389.7 8.3 4.7 90 : \03 266.1 394.0 8.3 4.7 90 : 6 266.1 398.6 8.3 4.7 90 : D 266.1 402.9 8.3 4.7 90 : Y 266.1 407.5 8.3 4.7 90 : L 266.1 411.8 8.3 4.7 90 : Q 266.1 416.3 8.3 4.7 90 : J 266.1 420.7 8.3 4.7 90 : V 266.1 425.2 8.3 4.7 90 : \0f 266.1 429.5 8.3 4.7 90 : ffi 266.1 434.1 8.3 4.7 90 : \11 266.1 438.4 8.3 4.7 90 : fi 266.1 443.0 8.3 4.7 90 : \11 266.1 447.3 8.3 4.7 90 : ' 266.1 451.9 8.3 4.7 90 : U 266.1 456.2 8.3 4.7 90 : L 266.1 460.7 8.3 4.7 90 : S 266.1 465.1 8.3 4.7 90 : \03 266.1 469.6 8.3 4.7 90 : , 266.1 473.9 8.3 4.7 90 : U 266.1 478.5 8.3 4.7 90 : U 266.1 482.8 8.3 4.7 90 : L 266.1 487.4 8.3 4.7 90 : J 266.1 491.7 8.3 4.7 90 : D 266.1 496.3 8.3 4.7 90 : W 266.1 500.6 8.3 4.7 90 : L 266.1 505.1 8.3 4.7 90 : R 266.1 509.5 8.3 4.7 90 : Q 266.1 514.0 8.3 4.7 90 : \0f 266.1 518.6 8.3 4.7 90 : ffi 266.1 522.9 8.3 4.7 90 : \11 266.1 527.5 8.3 4.7 90 : ffl 266.1 531.8 8.3 4.7 90 : \11 266.1 536.3 8.3 4.7 90 : & 266.1 540.7 8.3 4.7 90 : D 266.1 545.2 8.3 4.7 90 : Q 266.1 549.5 8.3 4.7 90 : D 266.1 554.1 8.3 4.7 90 : O 266.1 558.4 8.3 4.7 90 : \03 266.1 563.0 8.3 4.7 90 : & 266.1 567.3 8.3 4.7 90 : R 266.1 571.9 8.3 4.7 90 : Q 266.1 576.2 8.3 4.7 90 : V 266.1 580.7 8.3 4.7 90 : W 266.1 585.1 8.3 4.7 90 : U 266.1 589.6 8.3 4.7 90 : X 266.1 593.9 8.3 4.7 90 : F 266.1 598.5 8.3 4.7 90 : W 266.1 602.8 8.3 4.7 90 : L 266.1 607.4 8.3 4.7 90 : R 266.1 611.7 8.3 4.7 90 : Q 280.5 260.8 8.3 4.7 90 : ff 280.5 265.4 8.3 4.7 90 : \11 280.5 269.7 8.3 4.7 90 : . 280.5 274.3 8.3 4.7 90 : D 280.5 278.6 8.3 4.7 90 : U 280.5 283.1 8.3 4.7 90 : L 280.5 287.5 8.3 4.7 90 : ] 280.5 292.0 8.3 4.7 90 : \03 280.5 296.3 8.3 4.7 90 : 5 280.5 300.9 8.3 4.7 90 : H 280.5 305.2 8.3 4.7 90 : V 280.5 309.8 8.3 4.7 90 : W 280.5 314.1 8.3 4.7 90 : R 280.5 318.7 8.3 4.7 90 : U 280.5 323.0 8.3 4.7 90 : D 280.5 327.5 8.3 4.7 90 : W 280.5 331.9 8.3 4.7 90 : L 280.5 336.4 8.3 4.7 90 : R 280.5 340.7 8.3 4.7 90 : Q 280.5 345.3 8.3 4.7 90 : \0f e 280.5 354.2 8.3 4.7 90 : \11 280.5 358.5 8.3 4.7 90 : , 280.5 363.1 8.3 4.7 90 : Q 280.5 367.4 8.3 4.7 90 : V 280.5 371.9 8.3 4.7 90 : W 280.5 376.3 8.3 4.7 90 : L 280.5 380.8 8.3 4.7 90 : W 280.5 385.1 8.3 4.7 90 : X 280.5 389.7 8.3 4.7 90 : W 280.5 394.0 8.3 4.7 90 : L 280.5 398.6 8.3 4.7 90 : R 280.5 402.9 8.3 4.7 90 : Q 280.5 407.5 8.3 4.7 90 : D 280.5 411.8 8.3 4.7 90 : O 280.5 416.3 8.3 4.7 90 : \03 280.5 420.7 8.3 4.7 90 : & 280.5 425.2 8.3 4.7 90 : D 280.5 429.8 8.3 4.7 90 : S 280.5 434.1 8.3 4.7 90 : D 280.5 438.7 8.3 4.7 90 : F 280.5 443.0 8.3 4.7 90 : L 280.5 447.5 8.3 4.7 90 : W 280.5 451.9 8.3 4.7 90 : \ 280.5 456.4 8.3 4.7 90 : \03 280.5 460.7 8.3 4.7 90 : % 280.5 465.3 8.3 4.7 90 : X 280.5 469.6 8.3 4.7 90 : L 280.5 474.2 8.3 4.7 90 : O 280.5 478.5 8.3 4.7 90 : G 280.5 483.1 8.3 4.7 90 : L 280.5 487.4 8.3 4.7 90 : Q 280.5 491.9 8.3 4.7 90 : J 280.5 496.3 8.3 4.7 90 : \11 294.7 166.0 8.3 4.7 90 : F 294.7 170.3 8.3 4.7 90 : R 294.7 174.9 8.3 4.7 90 : Q 294.7 179.2 8.3 4.7 90 : W 294.7 183.8 8.3 4.7 90 : U 294.7 188.1 8.3 4.7 90 : D 294.7 192.7 8.3 4.7 90 : F 294.7 197.0 8.3 4.7 90 : W 294.7 201.5 8.3 4.7 90 : \03 294.7 205.9 8.3 4.7 90 : U 294.7 210.4 8.3 4.7 90 : D 294.7 214.7 8.3 4.7 90 : Q 294.7 219.3 8.3 4.7 90 : J 294.7 223.6 8.3 4.7 90 : H 294.7 260.8 8.3 4.7 90 : 3 294.7 265.4 8.3 4.7 90 : 0 294.7 269.7 8.3 4.7 90 : 2 294.7 274.3 8.3 4.7 90 : \1d 294.7 278.6 8.3 4.7 90 : 7 294.7 283.1 8.3 4.7 90 : X 294.7 287.5 8.3 4.7 90 : U 294.7 292.0 8.3 4.7 90 : S 294.7 296.3 8.3 4.7 90 : D 294.7 300.9 8.3 4.7 90 : Q 294.7 305.2 8.3 4.7 90 : \03 294.7 309.8 8.3 4.7 90 : 3 294.7 314.1 8.3 4.7 90 : U 294.7 318.7 8.3 4.7 90 : H 294.7 323.0 8.3 4.7 90 : I 294.7 327.5 8.3 4.7 90 : H 294.7 331.9 8.3 4.7 90 : F 294.7 336.4 8.3 4.7 90 : W 294.7 340.7 8.3 4.7 90 : X 294.7 345.3 8.3 4.7 90 : U 294.7 349.6 8.3 4.7 90 : H 294.7 354.2 8.3 4.7 90 : \0f 294.7 358.5 8.3 4.7 90 : 7 294.7 363.1 8.3 4.7 90 : / 294.7 367.4 8.3 4.7 90 : ) 294.7 371.9 8.3 4.7 90 : \1d 294.7 376.3 8.3 4.7 90 : 7 294.7 380.8 8.3 4.7 90 : X 294.7 385.1 8.3 4.7 90 : U 294.7 389.7 8.3 4.7 90 : S 294.7 394.0 8.3 4.7 90 : D 294.7 398.6 8.3 4.7 90 : Q 294.7 402.9 8.3 4.7 90 : \03 294.7 407.5 8.3 4.7 90 : & 294.7 411.8 8.3 4.7 90 : L 294.7 416.3 8.3 4.7 90 : W 294.7 420.7 8.3 4.7 90 : \ 294.7 425.2 8.3 4.7 90 : \0f 294.7 429.5 8.3 4.7 90 : 6 294.7 434.1 8.3 4.7 90 : 6 294.7 438.4 8.3 4.7 90 : \1d 294.7 443.0 8.3 4.7 90 : 6 294.7 447.3 8.3 4.7 90 : K 294.7 451.9 8.3 4.7 90 : D 294.7 456.2 8.3 4.7 90 : Q 294.7 460.7 8.3 4.7 90 : V 294.7 465.1 8.3 4.7 90 : K 294.7 469.6 8.3 4.7 90 : D 294.7 473.9 8.3 4.7 90 : Q 294.7 478.5 8.3 4.7 90 : \03 294.7 482.8 8.3 4.7 90 : & 294.7 487.4 8.3 4.7 90 : R 294.7 491.7 8.3 4.7 90 : X 294.7 496.3 8.3 4.7 90 : Q 294.7 500.6 8.3 4.7 90 : W 294.7 505.1 8.3 4.7 90 : \ 294.7 509.7 8.3 4.7 90 : \0f 294.7 514.0 8.3 4.7 90 : 7 294.7 518.6 8.3 4.7 90 : . 294.7 522.9 8.3 4.7 90 : ; 294.7 527.5 8.3 4.7 90 : \1d 294.7 531.8 8.3 4.7 90 : 7 294.7 536.3 8.3 4.7 90 : X 294.7 540.7 8.3 4.7 90 : R 294.7 545.2 8.3 4.7 90 : N 294.7 549.5 8.3 4.7 90 : H 294.7 554.1 8.3 4.7 90 : [ 294.7 558.4 8.3 4.7 90 : X 294.7 563.0 8.3 4.7 90 : Q 294.7 567.3 8.3 4.7 90 : \03 294.7 571.9 8.3 4.7 90 : & 294.7 576.2 8.3 4.7 90 : R 294.7 580.7 8.3 4.7 90 : X 294.7 585.1 8.3 4.7 90 : Q 294.7 589.6 8.3 4.7 90 : W 294.7 593.9 8.3 4.7 90 : \ 294.7 598.5 8.3 4.7 90 : \0f 309.1 260.8 8.3 4.7 90 : 0 309.1 265.4 8.3 4.7 90 : < 309.1 269.7 8.3 4.7 90 : * 309.1 274.3 8.3 4.7 90 : \1d 309.1 278.6 8.3 4.7 90 : 0 309.1 283.1 8.3 4.7 90 : H 309.1 287.5 8.3 4.7 90 : L 309.1 292.0 8.3 4.7 90 : \ 309.1 296.3 8.3 4.7 90 : D 309.1 300.9 8.3 4.7 90 : R 309.1 305.2 8.3 4.7 90 : J 309.1 309.8 8.3 4.7 90 : R 309.1 314.1 8.3 4.7 90 : X 309.1 318.7 8.3 4.7 90 : \03 309.1 323.0 8.3 4.7 90 : G 309.1 327.5 8.3 4.7 90 : D 309.1 331.9 8.3 4.7 90 : P 309.1 336.4 8.3 4.7 90 : \0f 309.1 340.7 8.3 4.7 90 : ( 309.1 345.3 8.3 4.7 90 : 7 309.1 349.6 8.3 4.7 90 : * 309.1 354.2 8.3 4.7 90 : \1d 309.1 358.5 8.3 4.7 90 : H 309.1 363.1 8.3 4.7 90 : U 309.1 367.4 8.3 4.7 90 : W 309.1 371.9 8.3 4.7 90 : D 309.1 376.3 8.3 4.7 90 : Q 309.1 380.8 8.3 4.7 90 : J 309.1 385.1 8.3 4.7 90 : J 309.1 389.7 8.3 4.7 90 : R 309.1 394.0 8.3 4.7 90 : X 309.1 398.6 8.3 4.7 90 : \03 309.1 402.9 8.3 4.7 90 : G 309.1 407.5 8.3 4.7 90 : D 309.1 411.8 8.3 4.7 90 : P 309.1 416.3 8.3 4.7 90 : \0f 309.1 420.7 8.3 4.7 90 : $ 309.1 425.2 8.3 4.7 90 : / 309.1 429.5 8.3 4.7 90 : * 309.1 434.1 8.3 4.7 90 : \1d 309.1 438.4 8.3 4.7 90 : D 309.1 443.0 8.3 4.7 90 : O 309.1 447.3 8.3 4.7 90 : D 309.1 451.9 8.3 4.7 90 : J 309.1 456.2 8.3 4.7 90 : R 309.1 460.7 8.3 4.7 90 : X 309.1 465.1 8.3 4.7 90 : \03 309.1 469.6 8.3 4.7 90 : G 309.1 473.9 8.3 4.7 90 : D 309.1 478.5 8.3 4.7 90 : P 309.1 483.1 8.3 4.7 90 : \11 M Y G 2 W 1 194.6 86.1 8.3 4.7 90 : & 194.6 90.4 8.3 4.7 90 : R 194.6 95.0 8.3 4.7 90 : Q 194.6 99.3 8.3 4.7 90 : W 194.6 103.9 8.3 4.7 90 : U 194.6 108.2 8.3 4.7 90 : D 194.6 112.7 8.3 4.7 90 : F 194.6 117.1 8.3 4.7 90 : W 194.6 121.6 8.3 4.7 90 : \03 194.6 125.9 8.3 4.7 90 : Q 194.6 130.5 8.3 4.7 90 : X 194.6 134.8 8.3 4.7 90 : P 194.6 139.4 8.3 4.7 90 : E 194.6 143.7 8.3 4.7 90 : H 194.6 148.3 8.3 4.7 90 : U 194.6 152.6 8.3 4.7 90 : \03 194.6 157.1 8.3 4.7 90 : L 194.6 161.5 8.3 4.7 90 : Q 194.6 166.0 8.3 4.7 90 : G 194.6 170.3 8.3 4.7 90 : L 194.6 174.9 8.3 4.7 90 : F 194.6 179.2 8.3 4.7 90 : D 194.6 183.8 8.3 4.7 90 : W 194.6 188.1 8.3 4.7 90 : L 194.6 192.7 8.3 4.7 90 : R 194.6 197.0 8.3 4.7 90 : Q 194.6 201.5 8.3 4.7 90 : \1d •• 8_ • 2_9 Page 10 i 182.3 409.4 9.4 9.6 90 : fiff 21 5 30 14 10 6 3 30 constr uction period in month s Retroacti ve loan(US$' 000) •• 8_ • 2_10 Page 11 constr uction period in month s Retroacti ve loan(US$' 000) 9 13 11 6 6 6 8 8 8 8 8 8 8 8 8 •• 8_ • 2_11 Page 12 constr uction period in month s Retroacti ve loan(US$' 000) 8 8 8 8 8 8 8 8 8 8 8 8 8 8 17 •• 8_ • 2_12 Page 13 constr uction period in month s Retroacti ve loan(US$' 000) 17 17 12 12 17 17 17 8 3 3 2 54 3 •• 8_ • 2_13 Page 14 constr uction period in month s Retroacti ve loan(US$' 000) n 3 7 7 7 12 8 8 8 •• 8_ • 2_14 Page 15 constr uction period in month s Retroacti ve loan(US$' 000) 2 3 6 6 6 24 24 •• 8_ • 2_15 Page 16 constr uction period in month s Retroacti ve loan(US$' 000) 12 12 10 29 •• 8_ • 2_16 Page 17 constr uction period in month s Retroacti ve loan(US$' 000) •• 8_ • 2_17 Page 18 Expected Inviting for Express of Interest (EOI) Expected Receipt of Proposals Expected Contract Award Date 22,345 3,286 P MO1C1 Survey of ET Quota Data 2,200 324 NBF POST —— —— F eb,2009 20 09 -2014 P MO1C2 ET Based Water Conservation Agriculture Supplementary Program 1,500 221 QCBS/QBS PRIOR J uly.2010 A ug,2010 S ep,2010 O ct,2010 P MO1C3 Effective Water Conservation Irrigation Quota Control Plan and Analysis System 1,000 147 CQS PRIOR July.2010 Aug,2010 Sep,2010 Oct,2010 P MO1C4 Water Rights, Water Pricing and Implementation Plan in Project Areas 1,700 250 QCBS/QBS PRIOR July.2010 Aug,2010 Sep,2010 Oct,2010 PMO1C5 ET basd Agricultural Plan for Water Quota QCBS/QBS P MO1C6 Water Resources and Environmental Data Development and Input (Knowledge Management Information System) 1,000 147 CQS PRIOR July.2010 Aug,2010 Sep,2010 Oct,2010 P MO1C7 based Mornitoring and Application in Turpan Area 4,339 638 QCBS/QBS PRIOR July.2010 Aug,2010 Sep,2010 Oct,2010 P MO1C8 ET based Water Rights administritive management design POST July.2010 Aug,2010 Sep,2010 Oct,2010 Implement Schedule LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW Procurement Plan for Consultant Services Implemen tation of contract Cost Estimate( RMB'000) Contract No Bief Description of Contract Cost Estimate US$'00 0 ) Selection Method Bank Review PRIOR/ POST) Procurement process RQVXOWDQW6HUYLFHV\0f7UDLQLQJ\03DQG\03ZRUNVKRSV •• 8_ • 3_18 Page 19 Expected Inviting for Express of Interest (EOI) Expected Receipt of Proposals Expected Contract Award Date Implement Schedule LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW Procurement Plan for Consultant Services Implemen tation of contract Cost Estimate( RMB'000) Contract No Bief Description of Contract Cost Estimate US$'00 0 ) Selection Method Bank Review PRIOR/ POST) Procurement process P MO1C9 Study on compensation system for land abandonment POST July.2010 Aug,2010 Sep,2010 Oct,2010 PMO5C1 (MIS)Management Information System (MIS) 500 74 CQS PRIOR M ay,2010 J une,2010 J une,201 0 J uly,2010 P MO5C2 Project Monitoring and Evaluation 1,000 147 CQS PRIOR July.2010 Aug,2010 Sep,2010 Oct,2010 P MO5C3 Water Engineering Technical Support 4,500 662 IC POST July.2010 Aug,2010 Sep,2010 Oct,2010 P MO5C4 Climate Change Study in project area 200 29 CQS POST July.2010 Aug,2010 Feb,2009 2009-2014 PMO5C5 Establishment and maintenance of WUAs (43WUAs) 970 143 SOE POST —— —— —— 2010- 2014 P MO5 T1 Domestic Study tour(120 person-times) 936 138 SOE POST —— —— —— 2010- 2014 P MO5 T2 Oversea Study Tour(30 person-times) 1,200 176 SOE POST —— —— —— 2010- 2014 P MO5 T3 Management Training(120 person-timess) 450 66 SOE POST —— —— —— 2010- 2014 P MO5 T4 Technic Training (100person-times) 250 37 SOE POST —— —— —— 2010- 2014 P MO5 T5 Propaganda Activity 450 66 SOE POST —— —— —— 2010- 2014 •• 8_ • 3_19 Page 20 Expected Inviting for Express of Interest (EOI) Expected Receipt of Proposals Expected Contract Award Date Implement Schedule LDQJ\037XUSDQ\03:DWHU\03&RQVHUYDWLRQ\033URMHFW Procurement Plan for Consultant Services Implemen tation of contract Cost Estimate( RMB'000) Contract No Bief Description of Contract Cost Estimate US$'00 0 ) Selection Method Bank Review PRIOR/ POST) Procurement process P MO5 T6 Training Brochure 150 22 SOE POST —— —— —— 2010- 2014 PRIOR pre-review POST post-review. Exchange rate:RMB6.8:1$ QCBS/QBS quality and cost based selection,/quality based selection CQS consultant's qualifications basedselection IC individual 301.6 92.1 12.3 6.3 90 : & 301.6 98.3 12.3 6.3 90 : R 301.6 104.6 12.3 6.3 90 : Q 301.6 110.8 12.3 6.3 90 : W 301.6 117.1 12.3 6.3 90 : U 301.6 123.3 12.3 6.3 90 : D 301.6 129.5 12.3 6.3 90 : F 301.6 135.8 12.3 6.3 90 : W 301.6 141.8 12.3 6.3 90 : \03 301.6 148.0 12.3 6.3 90 : Q 301.6 154.3 12.3 6.3 90 : X 301.6 160.5 12.3 6.3 90 : P 301.6 166.7 12.3 6.3 90 : E 301.6 173.0 12.3 6.3 90 : H 301.6 179.2 12.3 6.3 90 : U 301.6 185.5 12.3 6.3 90 : \03 301.6 191.7 12.3 6.3 90 : L 301.6 197.9 12.3 6.3 90 : Q 301.6 204.2 12.3 6.3 90 : G 301.6 210.4 12.3 6.3 90 : L 301.6 216.7 12.3 6.3 90 : F 301.6 222.9 12.3 6.3 90 : D 301.6 229.1 12.3 6.3 90 : W 301.6 235.4 12.3 6.3 90 : L 301.6 241.6 12.3 6.3 90 : R 301.6 247.9 12.3 6.3 90 : Q 301.6 254.1 12.3 6.3 90 : \1d 343.9 204.2 12.3 6.3 90 : & 343.9 210.4 12.3 6.3 90 : R 343.9 216.7 12.3 6.3 90 : Q 343.9 222.9 12.3 6.3 90 : W 343.9 229.1 12.3 6.3 90 : U 343.9 235.4 12.3 6.3 90 : D 343.9 241.6 12.3 6.3 90 : F 343.9 247.9 12.3 6.3 90 : W 343.9 254.1 12.3 6.3 90 : \03 343.9 260.3 12.3 6.3 90 : 1 343.9 266.3 12.3 6.3 90 : R 343.9 272.6 12.3 6.3 90 : \11 343.9 341.9 12.3 6.3 90 : fi 343.9 348.2 12.3 6.3 90 : \0f 343.9 354.4 12.3 6.3 90 : ffl 343.9 360.7 12.3 6.3 90 : \0f 343.9 366.9 12.3 6.3 90 : ffi 343.9 373.1 12.3 6.3 90 : \0f 343.9 379.4 12.3 6.3 90 : ff 365.0 204.2 12.3 6.3 90 : 3 365.0 210.4 12.3 6.3 90 : U 365.0 216.7 12.3 6.3 90 : R 365.0 222.9 12.3 6.3 90 : F 365.0 229.1 12.3 6.3 90 : X 365.0 235.4 12.3 6.3 90 : U 365.0 241.6 12.3 6.3 90 : H 365.0 247.9 12.3 6.3 90 : P 365.0 254.1 12.3 6.3 90 : H 365.0 260.3 12.3 6.3 90 : Q 365.0 266.6 12.3 6.3 90 : W 365.0 272.6 12.3 6.3 90 : \03 365.0 278.8 12.3 6.3 90 : F 365.0 285.1 12.3 6.3 90 : D 365.0 291.3 12.3 6.3 90 : W 365.0 297.5 12.3 6.3 90 : H 365.0 303.8 12.3 6.3 90 : J 365.0 310.0 12.3 6.3 90 : R 365.0 316.3 12.3 6.3 90 : U 365.0 322.5 12.3 6.3 90 : \ 365.0 341.9 12.3 6.3 90 : \03 365.0 348.2 12.3 6.3 90 : & 365.0 354.4 12.3 6.3 90 : \1d 365.0 360.7 12.3 6.3 90 : & 365.0 366.9 12.3 6.3 90 : R 365.0 373.1 12.3 6.3 90 : Q 365.0 379.4 12.3 6.3 90 : V 365.0 385.6 12.3 6.3 90 : X 365.0 391.9 12.3 6.3 90 : O 365.0 398.1 12.3 6.3 90 : W 365.0 404.1 12.3 6.3 90 : D 365.0 410.3 12.3 6.3 90 : Q 365.0 416.6 12.3 6.3 90 : W 365.0 422.8 12.3 6.3 90 : \03 365.0 429.1 12.3 6.3 90 : 6 365.0 435.3 12.3 6.3 90 : H 365.0 441.5 12.3 6.3 90 : U 365.0 447.8 12.3 6.3 90 : Y 365.0 454.0 12.3 6.3 90 : L 365.0 460.3 12.3 6.3 90 : F 365.0 466.5 12.3 6.3 90 : H 365.0 472.7 12.3 6.3 90 : V 365.0 479.0 12.3 6.3 90 : \0f 365.0 485.2 12.3 6.3 90 : 7 365.0 491.5 12.3 6.3 90 : \1d 365.0 518.6 12.3 6.3 90 : 7 365.0 524.8 12.3 6.3 90 : U 365.0 531.1 12.3 6.3 90 : D 365.0 537.3 12.3 6.3 90 : L 365.0 543.5 12.3 6.3 90 : Q 365.0 549.8 12.3 6.3 90 : L 365.0 556.0 12.3 6.3 90 : Q 365.0 562.3 12.3 6.3 90 : J 365.0 568.5 12.3 6.3 90 : \03 365.0 574.7 12.3 6.3 90 : D 365.0 581.0 12.3 6.3 90 : Q 365.0 587.2 12.3 6.3 90 : G 365.0 593.5 12.3 6.3 90 : \03 365.0 599.7 12.3 6.3 90 : : 365.0 605.9 12.3 6.3 90 : R 365.0 612.2 12.3 6.3 90 : U 365.0 618.4 12.3 6.3 90 : N 365.0 624.7 12.3 6.3 90 : V 386.1 204.2 12.3 6.3 90 : S 386.1 210.4 12.3 6.3 90 : U 386.1 216.7 12.3 6.3 90 : R 386.1 222.9 12.3 6.3 90 : M 386.1 229.1 12.3 6.3 90 : H 386.1 235.4 12.3 6.3 90 : F 386.1 241.6 12.3 6.3 90 : W 386.1 247.9 12.3 6.3 90 : \03 386.1 254.1 12.3 6.3 90 : F 386.1 260.3 12.3 6.3 90 : D 386.1 266.6 12.3 6.3 90 : W 386.1 272.6 12.3 6.3 90 : H 386.1 278.8 12.3 6.3 90 : J 386.1 285.1 12.3 6.3 90 : R 386.1 291.3 12.3 6.3 90 : U 386.1 297.5 12.3 6.3 90 : \ 386.1 341.9 12.3 6.3 90 : fi 386.1 348.2 12.3 6.3 90 : \11 386.1 354.4 12.3 6.3 90 : ( 386.1 360.7 12.3 6.3 90 : 7 386.1 366.9 12.3 6.3 90 : \03 386.1 373.1 12.3 6.3 90 : E 386.1 379.4 12.3 6.3 90 : D 386.1 385.6 12.3 6.3 90 : V 386.1 391.9 12.3 6.3 90 : H 386.1 397.9 12.3 6.3 90 : G 386.1 404.1 12.3 6.3 90 : \03 386.1 410.3 12.3 6.3 90 : : 386.1 416.6 12.3 6.3 90 : D 386.1 422.8 12.3 6.3 90 : W 386.1 429.1 12.3 6.3 90 : H 386.1 435.3 12.3 6.3 90 : U 386.1 441.5 12.3 6.3 90 : \03 386.1 447.8 12.3 6.3 90 : 5 386.1 454.0 12.3 6.3 90 : H 386.1 460.3 12.3 6.3 90 : V 386.1 466.5 12.3 6.3 90 : R 386.1 472.7 12.3 6.3 90 : X 386.1 479.0 12.3 6.3 90 : U 386.1 485.2 12.3 6.3 90 : F 386.1 491.5 12.3 6.3 90 : H 386.1 497.7 12.3 6.3 90 : V 386.1 503.9 12.3 6.3 90 : \03 386.1 510.2 12.3 6.3 90 : P 386.1 516.2 12.3 6.3 90 : D 386.1 522.4 12.3 6.3 90 : Q 386.1 528.7 12.3 6.3 90 : D 386.1 534.9 12.3 6.3 90 : J 386.1 541.1 12.3 6.3 90 : H 386.1 547.4 12.3 6.3 90 : P 386.1 553.6 12.3 6.3 90 : H 386.1 559.9 12.3 6.3 90 : Q 386.1 566.1 12.3 6.3 90 : W 386.1 572.3 12.3 6.3 90 : \0f e 386.1 584.8 12.3 6.3 90 : \11 386.1 591.1 12.3 6.3 90 : , 386.1 597.3 12.3 6.3 90 : Q 386.1 603.5 12.3 6.3 90 : V 386.1 609.8 12.3 6.3 90 : W 386.1 616.0 12.3 6.3 90 : L 386.1 622.3 12.3 6.3 90 : W 386.1 628.5 12.3 6.3 90 : X 386.1 634.7 12.3 6.3 90 : W 386.1 641.0 12.3 6.3 90 : L 386.1 647.0 12.3 6.3 90 : R 386.1 653.2 12.3 6.3 90 : Q 386.1 659.5 12.3 6.3 90 : D 386.1 665.7 12.3 6.3 90 : O 386.1 671.9 12.3 6.3 90 : \03 386.1 678.2 12.3 6.3 90 : & 386.1 684.4 12.3 6.3 90 : D 386.1 690.7 12.3 6.3 90 : S 386.1 696.9 12.3 6.3 90 : D 386.1 703.1 12.3 6.3 90 : F 386.1 709.4 12.3 6.3 90 : L 386.1 715.6 12.3 6.3 90 : W 386.1 721.9 12.3 6.3 90 : \ 386.1 728.1 12.3 6.3 90 : \03 386.1 734.3 12.3 6.3 90 : % 386.1 740.6 12.3 6.3 90 : X 386.1 746.8 12.3 6.3 90 : L 386.1 753.1 12.3 6.3 90 : O 386.1 759.3 12.3 6.3 90 : G 386.1 765.3 12.3 6.3 90 : L 386.1 771.5 12.3 6.3 90 : Q 386.1 777.8 12.3 6.3 90 : J 386.1 784.0 12.3 6.3 90 : \11 407.2 204.2 12.3 6.3 90 : F 407.2 210.4 12.3 6.3 90 : R 407.2 216.7 12.3 6.3 90 : Q 407.2 222.9 12.3 6.3 90 : W 407.2 229.1 12.3 6.3 90 : U 407.2 235.4 12.3 6.3 90 : D 407.2 241.6 12.3 6.3 90 : F 407.2 247.9 12.3 6.3 90 : W 407.2 254.1 12.3 6.3 90 : \03 407.2 260.3 12.3 6.3 90 : U 407.2 266.6 12.3 6.3 90 : D 407.2 272.6 12.3 6.3 90 : Q 407.2 278.8 12.3 6.3 90 : J 407.2 285.1 12.3 6.3 90 : H 407.2 341.9 12.3 6.3 90 : 3 407.2 348.2 12.3 6.3 90 : 0 407.2 354.4 12.3 6.3 90 : 2 407.2 360.7 12.3 6.3 90 : \1d 407.2 366.9 12.3 6.3 90 : 7 407.2 373.1 12.3 6.3 90 : X 407.2 379.4 12.3 6.3 90 : U 407.2 385.6 12.3 6.3 90 : S 407.2 391.9 12.3 6.3 90 : D 407.2 398.1 12.3 6.3 90 : Q 407.2 404.1 12.3 6.3 90 : \03 407.2 410.3 12.3 6.3 90 : 3 407.2 416.6 12.3 6.3 90 : U 407.2 422.8 12.3 6.3 90 : H 407.2 429.1 12.3 6.3 90 : I 407.2 435.3 12.3 6.3 90 : H 407.2 441.5 12.3 6.3 90 : F 407.2 447.8 12.3 6.3 90 : W 407.2 454.0 12.3 6.3 90 : X 407.2 460.3 12.3 6.3 90 : U 407.2 466.5 12.3 6.3 90 : H P M O 1 C 2 •• 8_ • 3_20 Page 21 Retroacti ve loan U S$'000 ) •• 8_ • 3_21 Page 22 Retroacti ve loan U S$'000 ) 29 18 35 6 4 •• 8_ • 3_22 Page 23 Retroacti ve loan U S$'000 ) 365.0 -1.0 12.3 6.3 90 : & 365.0 5.2 12.3 6.3 90 : R 365.0 11.5 12.3 6.3 90 : Q 365.0 17.7 12.3 6.3 90 : V 365.0 23.9 12.3 6.3 90 : X 365.0 30.2 12.3 6.3 90 : O 365.0 36.4 12.3 6.3 90 : W 365.0 42.4 12.3 6.3 90 : D 365.0 48.7 12.3 6.3 90 : Q 365.0 54.9 12.3 6.3 90 : W 365.0 61.1 12.3 6.3 90 : \03 365.0 67.4 12.3 6.3 90 : 6 365.0 73.6 12.3 6.3 90 : H 365.0 79.9 12.3 6.3 90 : U 365.0 86.1 12.3 6.3 90 : Y 365.0 92.3 12.3 6.3 90 : L 365.0 98.6 12.3 6.3 90 : F 365.0 104.8 12.3 6.3 90 : H 365.0 111.1 12.3 6.3 90 : V 365.0 117.3 12.3 6.3 90 : \0f 365.0 123.5 12.3 6.3 90 : 7 365.0 129.8 12.3 6.3 90 : \1d 365.0 156.9 12.3 6.3 90 : 7 365.0 163.1 12.3 6.3 90 : U 365.0 169.4 12.3 6.3 90 : D 365.0 175.6 12.3 6.3 90 : L 365.0 181.9 12.3 6.3 90 : Q 365.0 188.1 12.3 6.3 90 : L 365.0 194.3 12.3 6.3 90 : Q 365.0 200.6 12.3 6.3 90 : J 365.0 206.8 12.3 6.3 90 : \03 365.0 213.1 12.3 6.3 90 : D 365.0 219.3 12.3 6.3 90 : Q 365.0 225.5 12.3 6.3 90 : G 365.0 231.8 12.3 6.3 90 : \03 365.0 238.0 12.3 6.3 90 : : 365.0 244.3 12.3 6.3 90 : R 365.0 250.5 12.3 6.3 90 : U 365.0 256.7 12.3 6.3 90 : N 365.0 263.0 12.3 6.3 90 : V 386.1 -7.3 12.3 6.3 90 : ( 386.1 -1.0 12.3 6.3 90 : 7 386.1 5.2 12.3 6.3 90 : \03 386.1 11.5 12.3 6.3 90 : E 386.1 17.7 12.3 6.3 90 : D 386.1 23.9 12.3 6.3 90 : V 386.1 30.2 12.3 6.3 90 : H 386.1 36.2 12.3 6.3 90 : G 386.1 42.4 12.3 6.3 90 : \03 386.1 48.7 12.3 6.3 90 : : 386.1 54.9 12.3 6.3 90 : D 386.1 61.1 12.3 6.3 90 : W 386.1 67.4 12.3 6.3 90 : H 386.1 73.6 12.3 6.3 90 : U 386.1 79.9 12.3 6.3 90 : \03 386.1 86.1 12.3 6.3 90 : 5 386.1 92.3 12.3 6.3 90 : H 386.1 98.6 12.3 6.3 90 : V 386.1 104.8 12.3 6.3 90 : R 386.1 111.1 12.3 6.3 90 : X 386.1 117.3 12.3 6.3 90 : U 386.1 123.5 12.3 6.3 90 : F 386.1 129.8 12.3 6.3 90 : H 386.1 136.0 12.3 6.3 90 : V 386.1 142.3 12.3 6.3 90 : \03 386.1 148.5 12.3 6.3 90 : P 386.1 154.5 12.3 6.3 90 : D 386.1 160.7 12.3 6.3 90 : Q 386.1 167.0 12.3 6.3 90 : D 386.1 173.2 12.3 6.3 90 : J 386.1 179.5 12.3 6.3 90 : H 386.1 185.7 12.3 6.3 90 : P 386.1 191.9 12.3 6.3 90 : H 386.1 198.2 12.3 6.3 90 : Q 386.1 204.4 12.3 6.3 90 : W 386.1 210.7 12.3 6.3 90 : \0f e 386.1 223.1 12.3 6.3 90 : \11 386.1 229.4 12.3 6.3 90 : , 386.1 235.6 12.3 6.3 90 : Q 386.1 241.9 12.3 6.3 90 : V 386.1 248.1 12.3 6.3 90 : W 386.1 254.3 12.3 6.3 90 : L 386.1 260.6 12.3 6.3 90 : W 386.1 266.8 12.3 6.3 90 : X 386.1 273.1 12.3 6.3 90 : W 386.1 279.3 12.3 6.3 90 : L 386.1 285.3 12.3 6.3 90 : R 386.1 291.5 12.3 6.3 90 : Q 386.1 297.8 12.3 6.3 90 : D 386.1 304.0 12.3 6.3 90 : O 386.1 310.3 12.3 6.3 90 : \03 386.1 316.5 12.3 6.3 90 : & 386.1 322.7 12.3 6.3 90 : D 386.1 329.0 12.3 6.3 90 : S 386.1 335.2 12.3 6.3 90 : D 386.1 341.5 12.3 6.3 90 : F 386.1 347.7 12.3 6.3 90 : L 386.1 353.9 12.3 6.3 90 : W 386.1 360.2 12.3 6.3 90 : \ 386.1 366.4 12.3 6.3 90 : \03 386.1 372.7 12.3 6.3 90 : % 386.1 378.9 12.3 6.3 90 : X 386.1 385.1 12.3 6.3 90 : L 386.1 391.4 12.3 6.3 90 : O 386.1 397.6 12.3 6.3 90 : G 386.1 403.6 12.3 6.3 90 : L 386.1 409.9 12.3 6.3 90 : Q 386.1 416.1 12.3 6.3 90 : J 386.1 422.3 12.3 6.3 90 : \11 407.2 5.2 12.3 6.3 90 : 7 407.2 11.5 12.3 6.3 90 : X 407.2 17.7 12.3 6.3 90 : U 407.2 23.9 12.3 6.3 90 : S 407.2 30.2 12.3 6.3 90 : D 407.2 36.4 12.3 6.3 90 : Q 407.2 42.4 12.3 6.3 90 : \03 407.2 48.7 12.3 6.3 90 : 3 407.2 54.9 12.3 6.3 90 : U 407.2 61.1 12.3 6.3 90 : H 407.2 67.4 12.3 6.3 90 : I 407.2 73.6 12.3 6.3 90 : H 407.2 79.9 12.3 6.3 90 : F 407.2 86.1 12.3 6.3 90 : W 407.2 92.3 12.3 6.3 90 : X 407.2 98.6 12.3 6.3 90 : U 407.2 104.8 12.3 6.3 90 : H •• 8_ • 3_23 Page 24 RMB'000 US$'000 RMB'000 PMO1G3.1 Equipment for Water Resources Knowledge Management 368 54 Shopping PRIOR 2010.5 100 100 368 PMO5G1.1 Office Equipment for Institution Building 200 29 Shopping NA 2010.5 100 100 200 P MO5C1 Managemen t Information System(MIS) 500 74 CQS PRIOR 2010.5 40 100 200 P MO5 T1.1 First Domestic Study Tour 125 18 SOE POST 2010.5 100 100 125 P MO5 T2.1 First Overseas Study tour 240 35 SOE POST 2010.5 100 100 240 P MO5 T3.1 Finance & Procurement Training 38 6 SOE POST 2010.5 100 100 37.5 P MO5 T4.1 Training for MIS & Dam Safty 25 4 SOE POST 2010.5 100 100 25 1,495 220 1,195 O\03&RVW Contract NO. Bief Description of Contract Selection Method Cost Estimate RDFWLYH\03)LQDQFLQJ\033ODQ\03)RU\03$GYDQFH\03&RQWUDFWV Bank Review (PRIOR/ POST) Date of Contract Signing percentage of the completion by Sep,2010 %Paymen t Percenta ge Retroactive financing amount Page 25 US$'000 54 29 29 18 35 6 4 176 Retroactive financing amount