A/p ^/2'7z_ ° BALE - GADULA IRRIGATION PROJECT PRELIMINARY DESIGN REPORT (COMMAND AREA ) ENGINEERING v OLUME 2 COST ESTIMATE IRRIG/JIOIJ (ECHIMiCAi . ASSISTANCE GHOdl’ OF uEMOCE.i'.IC PEOP.F.'S REPUBLIC F HOFFA W li 0 A ADDIS ABABA 0 jjno 1990X r' MEDIUM W . R . D . A . SCALE DAM Sc PROJECT IRRIGATION PRELIMINARY DESIGN REPORT BALE GADULA IRRIGATION PROJECT (Command Area) VOLUME 2. ENGINEERING COST ESTIMATE Irrigation Technical Assistance Group Democratic People’s Republic of Korea Addis Ababa June 1990- 171 - Chapter 6 COST ESTIMATE FOR PROJECT CONSTRUCTION Cost estimate for project construction has been mapped out on the basis of the unit rates currently going in the irrigation pro jects under construction by the Water Resources Development Authority. Cost has been summarized for every kind of work after detailed calculation of work procedure. 10 percent of cost for different kinds of work has been estimated for transport fee with exception of soil movement calculation cost and 15 percent of cost for different kinds of work has been expected for contingency. Cost for provisional equipment has not been estimated and there fore, it should be discussed with the contractor just before construct ion.- 172 - BILL OF QUANTITIES SUMMARY I ifV * » ■ ■ 1 1 I I I 1 1 1 1t 1 1•I 1WORKS & BILL OF QUANTITIES SUMMARY COST ESTIMATE SOIL MOVEMENT CONCRETE CEMENT REINFORCEMENT IKON Ko Structure Unit Main Canal No.l Main Canal No.2 Intake Gate 1 m m pcs '— Chute Drop ti Diversion Weir Open Channel Drop 1 " 2 ii it it ii " " " " 6 " 3 4 5 ii ii ii ii 7 ii " 8 ii Qty. 5938 26660 1 1 1 1 40 15 35 58 16 30 7 3 Per unit Price 1309009 2512614 113273 934595 166315 284962 2081200 691455 1323245 1540306 328624 578820 179690 50241 Per Unit Total 128992 182083 298 10688 2191 8107 8520 1289 4445 4002 768 1470 1078 348 Fer Unit Total Per Unit total Per Unit Tot a I Fox Unit Total 90 98 189 126 2328 1 769 1522 1664 397 660 203 ISfrS 2510 1052 I * 18' l 1 52030 46097 37807 26557 20539 19294 25670 16747 213 8b 127 69 48 49 154 116 58.2 51.3 43.5 28.7 23. 1 22 29 18.5 55 1247 49880 ' 1096 16485 1 9b(> 14860 1 / 19 42862 V2I 51 16 268 8040 6/1 4/11 288 864 Total 268 12094349 354279 8101 16/985 1 / 185 1r COST ESTIMATE SOIL MOVEMENT CONCRETE CEMENT REINFORCEMENT I RON NO Structure Unit Qtv. Per unit Price Per Unit Tota Per Unit Total Per Unit Total Per Unit Total Per Unit Total Culvert 1 Pcs. 4 6671 5 266860 266 1064 5Q8 2032 686 2744 33 132 "2 »» 2 55878 111756 240 480 42 84 571 1142 28 56 "3 »i 2 42908 85816 167 334 33.8 67.6 452 904 25 50 "4 II 7 41811 292677 1 10 770 18.2 127 255 1785 7 49 ’’ 5 If 1 16591 100 15.6 137 4 ”6 II 4 1 500 7 60028 42 168 18. 1 72 106 II II 3 8872 26616 31 93 9.6 29 53 Culvert 8 in main canal No. 2 • • 1 107732 590 186.3 834 Culvert 2 in main canal No. 1 ♦1 1 159490 2362 264 340 11 Culvert 1 in main canal No. 2 • » I 32686 69 41.4 Off-take with pipe Tvre 1 ri 4 •• •» »< 7713 30852 11.5 46 3.02 12 Type 2 i* 2 9503 19006 15 30 4.31 9 M ». »« "3 ii 3 10813 32439 22 66 5.G4 17 47 141 — >• M "4 ii 2 7575 15150 21 42 2.71 5.4 1 ”5 ii 2 18368 36736 178 356 15.3 31 171 342 H II It ”6 ii 3 9236 27708 22 ( 36 4.52 13.56 Total ii 42 132214: >636 1 178.06 $536 zetCOST ESTIMATE CONCRETE CEMENT REINFORCEMENT Nt Unit SOIL MOVEMENT Structure Ofl-taiu: with pipe Per unit Per Unit Total Per Unit Total Per Unit Per Unit Total I Per Unit Type 7 6367 7224 Price 7504 12734 14448 7055 7729 54103 21194 20.3 10964 8.25 388 3 4 34 3 19415 34 744 4 51 4 9018 29548 Z8748 11243 bi a J n vor I* 26080 I Ul I 386798 2005 1938 M<i 1 h < ij i hj J Gj tjhb Jul H J 3803290 36292 178459 174144 I 58/3/84 177-COST ESTIMATE SOIL MOVEMENT CONCRETE CEMENT REINFORCEMENT IRON NO Structure Unit Qty. Per unit Price Per Unit Total Per Unit’ Total Per Unit Total Per Unit Total Per Unit Total Secondary Canal 1. main canal No. 1 m 4050 245705 5666 379 Secondary Canal 1. main canal No. 2 ii < 44$0 447679 6174 890 Culverts 1. 2. 3. S.Canal M.Canal No.1 pcs 3 56612 255 50.6 206 Culverts 4.5 ii 2 37293 170 35.3 119 6 ii 1 11515 85 11.2 46 Culvert 1.2 S.Canal 1 M.Canal N). 2 " 2 37014 170 35.5 119 Culverts 3.4 it 2 31060 120 23. 119 " 5. 6. 7 ii 3 46604 255 33.6 138.3 Off-takes with pipe! Canal 1 .M.Canal No.l 4 ii 2 2272 4544 34 68 1.72 3.44 15.6 31.2 Off-take with pipe 5 S.Canall,M.Canal Nc2 ti 1 2272 34 1.72 15.6 S. Canal Total ii 920298 12997 1463.36 794.1 Contingency 154 included ii 1058343 Escape 2 m 2100 136540 14800 "3 ii 450 39862 4220 Drop in escape Channel PCS 9 238925 624 258 6655 Drain Culvert in escape Channel ii 3 28136 177 Inlet in escape Escape channel Tota 27.3 1 " 3 15 6270 449733 22 19843 285.3 6655 Contingency 15Z in cluded 517193 f 7S-V-■ COST ESTIMATE SOIL MOVEMENT CONCRETE CEMENT REINFORCEMEN' r IRON NO Structure Unit Qty. Per unit , Price Per Unit Tota. 1 Per . Unit Total Per ’ Unit Total Per Unit Total Per Unit Total Tertiary Canal 215690 28280 Quaternary Canal 244950 31950 - Field Canal 609400 83100 Drop 97 741079 6216 813 5197 Chute Drop 5 211150 834 222 699 2380 Open Channel 7 79130 520 195 Off-take with pipe 377 1318591 6866 822 Culvert 95 896123 3143 753 Siphon 21200 20 424000 Total 4740113 16090’) 2805 5896 2380 contingency 15% 1ncJuded 5451130 179 -COST ESTIMATE CONCRETE REINFORCEMENT Structure Drain f field) »» Culvert Dropfall Irish Bridge Drain Tatal Contingency 15Z included Road Unit Qty 379480 SOIL MOVEMENT Per unit Price 690712 495954 59360 32493 1278519 1490297 Per Unit Total 36339 Per Unit Total Unit Unit Total Unit 3100 38845 16234C 4608383 W784E Bridge 70301 1922 Drain & Road Total Contingency 15Z included X Land Levelling 4500 Total Contingency 15X included 4678684 53804871 4194686 W8011 1922 35646E0 4194680 0 35646E0 4823882 02 >BILL OF QUANTITY FOR A STRUCTURE Structure Name: Main Canal No.l Location: Number: No Work Procedure Size Unit Amount of work Unit Price Price Earthwork Excavation m3 8 116516 932128 Embankment fi 7 12476 89332 Removel of Top Soil m2 2 51380 102760 Sodding it 4 42452 169808 Sub-total 1292028 Mobilization 169808 X o.i = 16981 Total 1309009BILL OF QUANTITY FOR A STRUCTURE Structure Name: Main Canal No.2 Location: Number: No Work Procedure Size Unit Amount of work Unit Price Price 1 Earthwork Excavation m3 8 155223 1241784 Embankment n 7 26860 188020 Removal of top soil m2 2 263600 527200 Sodding n 4 126275 505100 Sub-total 2462104 Mobilization 4 505100 x 0.1= 50510 Total 2512614 1<23 - . J .t BILL OF QUANTITY FOR A STRUCTURE L CdL No. ---- - n baK Works bate ± Procedure U Size Hl Unit Unit Price nuini Amount) Work ms Price 1 Earth work Rock Removal M3 42 137 5754 Excavation M3 8 161 1288 If Backfill 7 2 Concrete work Concrete C=15 M3 350 69.6 24360 Foundation Concrete C=10 II 300 Pipe body Concrete C=20 fl 380 20 7600 3 Wood Work Form work M2 70 362 25340 4 Stone Work Cement Stone Masonry M2 250 Dry stone Masonry M2 40 131 5240 5 Reinforcement Work Reinforcing bar kg 3.6 1565 5634 • Shaped steel ii 6 6 Gate Work Water gate 1400xl35( pcs 2100 4 8400 Hoist 1 T 5000 4 20000 sub-total 103616 96574 x 0.1 - 9657.4 1 Total 113273.4<94- BILL OF QUANTITY FOR A STRUCTURE Stri No. jcture Name:Chute Works 1 pc Drop Procedure Locaci Size ULI Unit Unit Price Amount of Work Price 1 Earth work Excavation M3 8 3982 31856 i fl Backf i11 7 5000 35000 2 Concrete work Rock removal t! 42 1706 71652 Concrete C=15 m3 350 34.3 12005 Foundation Concrete C=10 fl 300 Pipe body Concrete C=20 II 380 63.9 24282 3 Wood Work Form work m3 70 385 26950 4 Stone Work Cement Stone Masonry m2 250 162 25500 Dry stone Masonry m2 40 5 Reinforcement Work Steel pipe kg 3.6 173853 625870? Reinforcing bar kg 3.6 2530 9108 Shaped steel ii 6 6 Gate Work 7 Sub total 862223? Mobilization co< t 723715.8 <0.1 = 72371.58 1 1 1 Total 934595.38BILL OF QUANTITY FOR A STRUCTURE Structure Name: Diversion No. Works Procedure Size Unit Unit Price Amount Work Price 1 Earth work Compacted clay m3 8 24 192 Excavation m3 8 1842 14736 II Backfill 7 325 2275 2 Concrete work Concrete C=15 m2 350 136 47600 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 ii 380 53.3 20254 3 Wood Work Form work m2 70 438 30660 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 17 680 5 Reinforcement Work Compacted Rock ill m3 25 103 2575 Reinforcing bar kg 3.6 1052 3787.2 Shaped steel ii 6 6 Gate Work Water gate 1400xl35( pcs 5000 3 15000 Hoist 2t II 5000 3 15000 Sub total 152759.2 Mobilization cos 135556.2 xO. 1 = 13555.62 • i Total 166314.82Structure Name:Open Channe 1 No. Works Procedure ^86- BILL OF QUANTITY FOR A STRUCTURE Location Number! 1 pc Size Unit Unit Price Amount) Work Price 1 Earth work Excavation m3 8 7465 59720 n Backfill 7 642 4494 2 Concrete work Concrete C=15 m2 350 126 44100 Foundation Concrete C=10 it 300 Pipe body Concrete C=20 it 380 3 Wood Work Form work n nr 70 53 3710 4 Stone Work Cement Stone Masonry m2 250 579 144750 Dry stone Masonry m2 40 53 2120 5 Reinforcement Work Rock fill m2 25 240 6000 Reinforcing bar kg 3.6 Shaped steel it 6 6 Gate Work Sub total 264894 Mobilization 200680x( ).l = 20068 Total 284962187- BILL OF QUANTITY FOR A STRUCTURE MC Nol.17 Structure Name:Drop. Type 1_________________________ Location___________________________ Number MC No2.23 No. Works Procedure Size Unit Unit Price Amount of Work Price 1 Earth work Excavation Backfill m3 8 143 1144 2 Concrete work it 7 70 490 Concrete C=15 m2 350 Foundation Concrete C=10 fl 300 Pipe body Concrete C=20 fl 380 58.2 22116 3 Wood Work Form work m2 70 207 14490 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 118 4720 5 Reinforcement Work Reinforcing bar kg 3.6 1247 4489.2 • Shaped steel it 6 6 Gate Work Sub total 47449.2 45815.2 x 0.1= 4581.52 i Total 52030.92■1 Structure Name: Drop. T.vre 2 - 1&8- Bll.l. OF QUANTITY FOR A STRUCTURE Location .— NUinoe i r • * > i 'll No. Works Procedure Size ___ Unit ________ Unit Price ------ —— — AmoyntJ Work I Price 1 Earth work Excavation m3 8 53.1 424.8 11 Backfill 7 33 231 2 Concrete work Concrete C=15 m2 350 Foundation Concrete c-io it 300 Fipe body Concrete C=20 it 380 51.3 19494.- 3 Wood Work Form work m2 70 202 14140 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonrv m2 40 93 3720 " 5 Reinforcement Work Reinforcing bar kg 3.6 1099 3656.4 Shaped steel n 6 6 Gate Work Sub total 41966.2 P Mobilization co t 41310.- J x 0.1 = =4131.04 1 4-------------------- Tot al 4.609 7.24Structure Meme: Drop. Type 3 Workn Earth work 109 • Locat1 on Procedn re Size Uni r Un 11 Price Mumber t >8 s Price Ezravat Ion Backiill Concrete work Concrete C=15 Foundation Concrete Pipe body Cone rete C=10 0=20 Wood Work Form work Cement Stone Stone Work Masonry Dry stone Masonry Reinforcement Work Reinforcing bar Shaped steel Gate Work Sub-tota L Mob iIization V o t 4 L190- BILL OF QUANTITY FOR A STRUCTURE Number : 58 pcs Stru No. cture Name: Drop. Works Type 4 Procedure Locanv Size JU Unit Unit Price Amount) of Work Price 1 Earth work Excavation m3 8 39.2 313.6 fi 7 30.2 211.4 Backfill 2 Concrete work Concrete C=15 m2 350 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 ii 380 28.7 10906 3 Wood Work Form work m2 70 121.4 8498 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 40 1600 5 I I I I I I I Reinforcement Work Reinforcing bar kg 3.6 739.4 2661.84 Shaped steel ii 6 6 Gate Work Sub-total 24190.84 Mobilization Co ;t 23665.8i x 0.1 = 2366.58 Total 26557.42 i 1 i iBILL OF QUANTITY FOR A STRUCTURE - — ‘"-‘••I'- • p « 1lj’- j No. Works Procedure LjU t-Cl L X Size Unit Unit Price num Amount Work ber: io pcs Price 1 Earth work Excavation m3 8 27.5 220 ft Backfill 7 20.9 146.3 2 Concrete work Concrete C=15 m2 350 Foundation Concrete C=10 n 300 Pipe body Concrete C=20 ii 380 23.1 8778 3 Wood Work Form work m2 70 97 6790 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 40.4 1616 5 Reinforcement Work Reinforcing bar kg 3.6 321 1155.6 • Shaped steel tr 6 6 Gate Work Sub total 18705.9 Mobilization cos t 18339.6 x 0.1 1833.96 - i Total 20539.86BILL OF QUANTITY FOR A STRUCTURE Structure Name:Drop. T.vne 6 Location Number : pcS No. Works Procedure Size Unit Unit Price Amount| of Work Price 1 Earth work ___ 1 Excavation m3 8 28 | 224 ii Backf i11 7 21 147 | 1 2 Concrete work Concrete C=15 o m~ ___________I 350 Foundation Concrete C=10 1! 300 Pipe body Concrete C=20 1! 380 22 8360 3 Wood Work Form work m2 70 97 1 6790 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 27.2 1088 5 Reinforcement Work / Reinforcing bar kg 3.6 268 I 964.8 i Shaped steel n 6 6 Gate Work Sub total |17573.8 Mobilization co < t 19202.8 X 0.1 = J 1720.28 1 * Total I 19294.08 ■I ■ i ■ I I I I 1 1BILL OF QUANTITY FOR A STRUCTURE Number : 7 pcs No. Works Procedure Size Unit Unit Price Amount of Work Price 1 Earth work Excavation m3 8 89.4 715.2 it Backf ill 7 65 455 2 Concrete work Concrete C=15 m3 350 Foundation Concrete C=10 II 300 Pipe body Concrete C=20 II 380 29 11020 3 Wood Work Form work m2 70 101 7070 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 44 1760 5 Reinforcement Work Reinforcing bar kg 3.6 673 2423 Shaped steel it 6 6 Gate Work Sub total 23443.2 Mobilization co st 22273 : 0.1 = 2227.3 Total 25670.2 •BILL OF QUANTITY FOR A STRUCTURE No. 1 Works Lwniut Procedure Size Unit Unit Amount) Price Price Work | 1 p arth work Excavation m 8 64.1 512.8 3 Backfill m3 7 52.2 365.4 2 CConcrete work / Concrete C=15 m 350 2 Foundation Concrete C=10 ” 1 300 Pipe body Concrete C=20 380 18.5 7030 3 Wood Work Form work m 76 5320 2 70 4 , Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 26 1040 5 1 Reinforcement Work Reinforcing bar kg 3.6 288 1036.8 Shaped steel ii 6 6 Gate Work Sub total 15305 1 14426.8 x 0.1 Z : 1442.68 1 1 1 Total 16747.68 1 I I I V V V 1 1 1 1 1 1 1« •19 5~' BILL OF QUANTITY FOR A STRUCTURE Structure NamezCulvert . Type 1 _____ Location Number^ pcs No. Works _______________ Procedure Size _________ Unit __________ Unit Price ______ Amount of. Work Price 1 Earth work Excavation m3 8 156 1248 If Backf ill 7 110 770 2 Concrete work Concrete C=15 m2 350 36.1 12635 Foundation Concrete C=10 ii 300 8.5 2550 Pipe body Concrete C=20 ii 380 6.2 2356 3 Wood Work Form work m2 70 472 33047 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 139 5560 5 Reinforcement Work kg 3.6 686 2469.6 Reinforcing bar ii 6 33 198 • Shaped steel 6 Gate Work Sub total 60833.6 Mobilization co: t 58815.6 x0.1 = 5881.56 Total 66715.16- \9b- BILL OF QUANTITY FOR A STRUCTURE Mciiiie. quiver x. Type <L Lucaiiu No. 1 Works Procedure Size u Unit numu “ : d. pcs Unit Price Amount of Work Price 1 Sarth work 1 m3 II 2 Concrete work Excavation Backfill Concrete Foundation Concrete Pipe body Concrete Form work C=15 C=10 C=20 m2 ii ii 8 130 1040 7 110 770 350 30.4 10640 300 6.7 2010 380 1 5 1900 3 Wood Work 4 Stone Work 5 Reinforcement Work m2 70 1 398 27860 Cement Stone Masonry Dry stone Masonry Reinforcing bar Shaped steel m2 m2 250 40 113 4520 ' kg 3.6 1 571 | 2055.6 • 6 Gate Work ii 6 28 168 Sub total Mobilization cos 1 7 50963.6 49153.6 J 0.1 = 4915.36 Total [55878.96 I4 ' 1- (97- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Culvert. Type 3 Location Number»2 pcs No. Works Procedure Size Unit Unit Price Amount) Work Price 1 Earth work Excavation 8 97 776 II Backfill 7 70 490 2 Concrete work Concrete c = 15 m3 350 25.8 9,030 Foundation Concrete c = 10 II 300 5 1,500 Pipe body Concrete C = 20 II 380 3 1,140 3 Wood Work Form work 2 m 70 291 20,370 4 Stone Work Cement Stone Masonry 2 m 250 Dry stone Masonry 2 m 40 101 4,040 5 Reinforcement Work Reinforcing bar kg 3.6 452 1,627.2 Shaped steel ii 6 25 150 6 Gate Work Sub-total 39,123 .2 Mobilization Cost 37,8' 7.2 x 0 1 3,785.72 Total 42,908.72BILL OF QUANTITY FOR A STRUCTURE Structure Name: Culvert. Type 4 Location Number:7 peg No. Works Procedure Size Unit I Unit Price Amount Work Price 1 1 arth work E Excavation m3 8 60 480 Backfill II 7 50 350 2 Concrete work Concrete C=15 m2 350 13.8 4830 Foundation Concrete C=10 11 300 2.7 810 Pipe body Concrete C=20 n 380 1.7 646 3 Wood Work Form work m2 70 168 11760 4 Stone Work Cement Stone Masonry m2 250 70 17500 Dry stone Masonrv m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 255 918 Shaped steel 11 6 7 42 6 Gate Work Sub total 38086 mobilization 37256 x 0.1 - 3725.6 41811.6 Total<99- BILL OF QUANTITY FOR A STRUCTURE No. Structure Name:Culvert> Type 5 Works Procedure Locat 1 on Size Unit Unit Price Amount of Work Number: 1 pc Price 1 Earth work Excavation m3 8 50 400 Backfill 7 50 350 2 Concrete work Concrete C-15 m2 350 12 4200 Foundation Concrete C=10 ii 300 2.3 690 Pipe body Concrete C=20 n 380 1.3 494 3 Wood Work Form work m2 70 102 7140 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 34 1360 5 Reinforcement Work Reinforcing bar kg 3.6 137 493.2 Shaped steel tr 6 4 24 6 Gate Work Sub total 15151.2 Mobilization cos t 14401.2 x 0.1 = 1440.12 Total 16591.32 iI H IMl -2oo- BILU OF QUANTITY FOR A STRUCTURE 4 Number: No. 1 Works Procedure Size Unit Unit Amo^tl p Price! rice 1 Work | 1 1 1 E arth work ____ > Excavation m3 1 8 23 184 Backf ill 7 133 1I^1 _________ 19 2 Concrete work lit: Concrete C = 15 m2 1 350 15.8 5530 Foundation Concrete C = 10 it 300 Pipe body Concrete C=20 380 2.3 --------- ™ 874 ~ 3 Wood Work Form work m2 I 70 75.7 Cement Stone 4 Stone Work Masonry m2 1 250 J Dry stone Masonry m2 | 40 41.3 5299 Kil u 1652 5 1 Reinforcement Work 1 lr I Reinforcing bar kg | 3.6 Shaped steel ti 6 rj r 6 Gate Work i 1 Sub-total 13692. 1 1 1 Mobilization cos 13355 x 0.1 z 1335.5 1 1 *3' Total 15007.5 1 r 1 •--------/Ill lil il fl »U UJ «' - 2o1 - BILL OF QUANTITY FOR A STRUCTURE Structure Name: Culvert Type 7 Location Number 3 Pcs No. Works ________________ Procedure __ Size __________ Unit _________ Unit Price _____ Amount of Work __ Price 1 E arth work Excavation m3 8 17 136 H Backfi11 7 14 98 2 ( Concrete work Concrete C=15 m2 350 8.5 2975 Foundation Concrete C=10 II 300 Pipe body Concrete C=20 If 380 1.1 418 3 Wood Work Form«work m2 70 46 3220 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 31 1240 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel It 6 6 Gate Work Sub total 8087 mobilization cos >t 7,353 x 0.1 = 785.3 Total 8872.3 «-202' BILL OF QUANTITY FOR A STRUCTURE r in-it 0 Location:Main Cc inal No. Num her 1 pcs No. Works Procedure \ Size Unit Unit Price Amount of Work Price 1 Earth work 1 Excavation m3 8 380 3040 1 ti 7 210 1470 Backfill 2 Concrete work 1 Concrete C=15 m2 350 139.10 48685 Foundation Concrete C=10 it 300 31 9300 Pipe body Concrete C=20 ii 380 16.2 6156 3 1 Wood Work Form work m2 70 295 20650 A 1 Stone Work Cement Stone Masonry m2 250 1 Dry stone Masonry m2 40 83 3320 5 Reinforcement Work Reinforcing bar kg 3.6 834 3002.4 Shaped steel ii 6 6 Gate Work 1000 x 1000 pcs 1450 1 1450 800 x 800 1! 1275 1 1275 Sub total 98348.4 Mobilization c □ ;t 93838.4 x 0.1 = 9383.84 Total 107732.24 Lrc? - Structure Name: QUANTITY for a SlRlh Il'Ri l.ecat ten: Hain Canal ih’.l Sire Unit Unit fl ice I pc Fi tee Earth work 1094m 6958 Concrete work C= 1 5 C~10 C=20 168.8 55.6 39.6 59080 16680 15068 Wood Work 29 7 50 Stone Work Reinforcement Work Excavation Backfill Concrete Foundation Concrete Pipe body Concrete Form work Cement Slone Masonry Dry stone Masonry Reinforcing bar Shaped steel Gate Work 166618.8 12871.68 159490.48BILL OF QUANTITY FOR A STRUCTURE 2 pcs Stru No. cture Name: Oii-1 Works -P Type 2 Procedure Locatlo Size n Unit Unit Price Amount] Work | Price 1 Earth work Excavation m3 8 8.9 71.2 h Backf i11 7 6.5 45.5 2 Concrete work Concrete C=15 m2 350 4.0 1400 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 it 380 0.31 1 117.8 1 3 Wood Work Form work m2 70 ' 20 1400 4 Stone Work Cement Stone Masonry m2 250 ■1.44 360 Dry stone Masonry m2 40 1 15.4 616 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel 6 6 Gate Work Water gate 500x500 m2 900 1 900 Hoist 0.2 m2 3740 1 3740 Sub total 8650.5 1 Mobilization co st 8533.8 lx 0.1 = 853.38 Total 9503.88 • 1 1r < nil. *j| l'| I'I I) Il 'I 'If. 'll II '•IK* Structure Name: Off-T-P‘<Type3 1 No. 1 Works Procedure -207- BILL OF QUANTITY FOR A STRUCTURE Local 1 on Size _________ Unit _________ Unit Price _____ Amount Work Number Price 1 1 Earth work Excavation m3 8 12.5 100 Backf ill m3 7 9.2 64.4 2 Concrete work Concrete C= 15 m2 350 5.2 1820 Foundation Concrete C=10 n 300 Pipe body Concrete C=20 n 380 0.44 167.2 3 Wood Work Form work m2 70 35 2450 1 A Stone Work Cement Stone Masonry r. 2 250 1.3 325 Dry stone Masonry m2 40 8 320 5 Reinforcement Work Reinforcing bar kg 3.6 47 169.2 • Shaped steel »r 6 6 Gate Work Water gate 400x400 m2 350 1 350 Water gate 300x300 II 340 1 340 Hoist 0.2 3740 1 3740 Sub total 9845.8 Mobilization 9681.4 x 0.1 = 968.14 Total 10813.94 1 1 1Bill. OF QUANTITY FOR A STRUCTURE Stru No. cture Name: Of f T Works Number F Type 4 rroccdu rr SI rr Uni t Unit Pl 1 cr Amoynl Work Pt 1 co 1 Earth work Excavation m’ 8 14.6 116.8 n 7 6.1 42.7 Back!ill 2 Concrete work Coneretr C=15 m2 350 2.6 910 Foundation Concrete C=10 300 Tipe body Concrete C=20 n 380 0.11 41.8 3 Wood Work Form wot k m2 70 16 1120 4 Stone Work Cement 5tone Masonry m2 250 1.2 300 Dry stone Masonry m2 40 7 280 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel fl 6 6 Gate Work Water gate 400x400 m2 350 1 350 Heist 0.2t m2 3740 1 3740 Sub total 6901.3 Mobi1.zat ion 6 74 1 .8 x 0. 1 = 674.18 Total 7575.48zoo Uli.I, or- OUAOIIIY FOP A STRUCTURE ____Structure Name: Wf * 1 'p types 5 No. 1 Work a Location Size Number 2 Pcs Procedure Unit Unit Price Amount | of Work Price 1 forth work Ezravat Ion hi 3 8 108.6 868.8 it Bacjcf JLLL _ 7 69 483 2 Concrete work Cone re to C=15 m2 350 13.4 4690 Foundat ion Concrete C=10 300 Pipe* body Concrete C=20 »♦ 380 1.9 722 3 Wood Work. Form work m2 63 4410 4 Stone Work Cement ^oro Masonry 70 m2 250 1 *4 410 Dry stone Masonrv m2 40 ’ *5 "? 532 5 Reinforcement Work » Reinforcing bar <3 17 1 615.6 Shaped steel 6 6 Gate Work Water $ate 40CxiCC - 350 I 350 Heist 0.5 • 1 3740 1 3740 Sub Total 16821.4 Mobi 1 isation 15469.6 x 0.1 » 1546.96 Total 18368.36 • vO210- . OF QUANTITY FOR A STRUCTURE BILL DILCLI LULC LN dllie . '-'-‘■J- No. Works Procedure Size Unit Unit Price Amount) Work Price 1 Earth work Excavation m3 8 12.6 100.8 Rackfi 1 1 , If 7 9.2 64.4 2 Concrete work Concrete C=15 m2 350 4.3 1505 Foundation Concrete C=10 H 300 Pipe body Concrete C=20 n 380 0.22 83.6 3 Wood Work Form work m2 70 21 1470 4 Stone Work Cement Stone Masonry m2 250 1.4 350 Dry stone Masonry m2 40 10.2 408 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel it 6 6 Gate Work Water gate 400x400 350 1 350 Water gate 300x300 340 1 340 Hoist 0.2 3740 1 3740 Sub total 8411.8 Mobilization cc 3St 8246.6 X 0.1 = 824.66 Total 9236.46BILL OF QUANTITY FOR A STRUCTURE No. Works Procedure Size Unit 1 Unit Amount Price of Price Work 1 1 Earth work Excavation m 3 8 7.3 58.4 z !l Backf ill 7 5 35 2 Concrete work Concrete C=15 m 2 350 3 1050 Foundation Concrete C=10 n 300 Pipe body Concrete C=20 i» | 380 0.17 64.6 3 Wood Work Form work m 2 70 19 1330 4 Stone Work Cement Stone Masonry m 250 1.29 | 322.5 2 Dry stone Masonry m 40 8 320 2 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel ii 6 6 Gate Work Water gate 400x400 m 350 1 350 2 - Hoist 0.1 it 3300 1 3300 Sub total 6830.5 I I I I Mobilization cc >t 6737.1 J 0.1 673.71 Total 7504.21Structure Name:Off T P 212' BILL OF QUANTITY FOR A STRUCTURE 8 2 pcs No. Works Procedure Size Unit Unit Price Amoun Work Price 1 Earth work Excavation m3 8 4Z 38.4 II Backfill 7 3.4 23.8 . 1 2 Concrete work Concrete C=15 m2 350 1.9 665 Foundation Concrete C=10 it 300 Pipe body Concrete C=20 ii 380 0.11 41.8 3 Wood Work n Form work m2 70 13 910 I 4 Stone Work Cement Stone Masonry • 1 m2 250 1.14 285 | Dry stone Masonry m2 40 4.5 5 Reinforcement Work ----------- ■ 180 1 Reinforcing bar kg 3.6 Shaped steel ii 6 r I 6 Gate Work 1 Water gate 400x400 m2 350 1 ' 350 1 Hoist 0.1 t II 3300 1 _ _ __ 3300 r Sub total 5794 ' Mobilization cos t 5731.8 x 0.1 573.18 1 1T Total --------------- 6367.18 ' ---------------1 I 1 11 1IStructure Name: Off t.p.type 9 No. Works _________________ - 2/3- BILL OF QUANTITY FOR A STRUCTURE Location _______ Number 2 Procedure ____ Size _________ Unit _________ Unit Price Amoun 3 of t l Price Work 1 Earth work Excavation m3 8 10.2 81.6 u Backf ill 7 7 49 2 Concrete work Concrete C=1 5 m2 350 3.45 1207.5 Foundation Concrete C=10 If 300 Pipe body Concrete C=20 II 380 0.11 41.8 3 Wood Work Form work m2 70 15.5 1085 4 Stone Work Cement Stone Masonry m2 250 1.14 285 Dry stone Masonry m2 40 4.4 176 5 Reinforcement Work Reinforcing bar kg 3.6 • Shaped steel ii 6 6 Gate Work Water gate 400 x 40( m2 350 1 350 Hoist 0.1 ii 3300 1 3300 Sub total 6575.9 Mobilization co t 6487.3 0.1 648.73 i Total 7224.63BILL OF QUANTITY FOR A STRUCTURE Li l No. Works Procedure UCc L ±U Size u Unit Unit Price Numc Amount| Work er • Price 1 Earth work Excavation m3 8 5.13 41.04 n Backf ill 7 3.3 23.1 2 Concrete work Concrete C=15 m2 350 2.9 1015 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 ii 380 0.29 no.2 3 Wood Work Form work m2 70 15.4 1078 4 Stone Work Cement Stone Masonry m2 250 0.7 175 Dry stone Masonry m2 40 3.6 144 5 Reinforcement Work Reinforcing bar kg 3.6 51 183.6 Shaped steel ii 6 6 Gate Work Water gate 400x400 m2 350 1 350 Hoist O.lt ii 3300 1 3300 Sub total 6419.94 Mobilization co st 6355.8 x 0.1 = 635.58 Total 7055.52Structure Name: Off T P Type 11 215- B1LL OF QUANTITY FOR A STRUCTURE Location Number 7 pcs No. Works Procedure Size Unit Unit Price Amount! of Work Price 1 Sarth work Excavation m3 8 10.2 81.6 II Backfill 7 7 49 2 Concrete work Concrete C=15 m2 350 3.4 1190 Foundation Concrete C=10 II 300 Pipe body Concrete C=20 II 380 0.11 41.8 3 Wood Work Form work m2 70 17.5 1225 Cement Stone 4 | Stone Work Masonry m2 250 1.14 285 Dry stone Masonry m2 40 4.4 176 5 Reinforcement Work Reinforcing bar kg 3.6 • Shaped steel ii 6 6 Gate Work Water gate 400x400 m2 350 1 350 Water gate 300x300 it 340 1 340 Hoist 0.1 ii 3300 1 3300 Sub total 7038.4 6907.8 x 0.1 = 690.78 * Total 7729.18 ** -2(6- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Off T-P- 12 Location Number No. Works 1 Sarth work Procedure Size 1 Unit Unit 1 Amountj Price! Work Price ( m3 8 93 .3 11 7 39 C=15 m2 1 350 17 5950 ___ WF 746,4 273 1 ® ■1 ■■ 2 Concrete work Excavation Backf ill Concrete Foundation Concrete Pipe body Concrete Form work C=10 300 | C=20 ” 1 380 3.3 1254 | — 3 Wood Work 4 Stone Work - 5 Reinforcement Work ------ ® m2 1 70 67 4690 ■ Cement Stone Masonry 11 250 0.94 1 235 1 Dry stone Masonry 40 17 | 680 | | [ Reinforcing bar kg 1 3.6 1 220 792 * Shaped steel 6 1 6 Gate Work Water gate 600x600 m2 1000 1 1 1000 1 Hoist 0.2 t ii 3740 | 1 1 3740 I Sub total 1 19360.4 1 Mobilization cost 1 18341 5 ] 0.1 = 1 1834.1 1 Total 21194.5 J.B 1.1,1, Structure Name: Head Regulator 211- T'Y FOR A STRUCTURE Location chanSe 26+660MC No.^umber 1 pcs. No. 1 Works 1 Procedure Size 1 Unit 1 Unit Price Amount of Price Work | 1 1 Earth work Excavation m3 8 23 184 Backfill fl 7 20 140 2 1 Concrete work 1 Concrete C=15 m2 350 7.4 2590 Foundation Concrete C=10 it 300 Pipe body Concrete C=20 it 380 0.85 1 323 1 3 1 Wood Work Form work m2 70 68 | 4760 Cement Stone I 4 1 Stone Work Masonry 1 m2 | 250 Dry stone Masonry m2 40 24.5 980 Reinforcement Work Gate Work Reinforcing bar Shaped steel Water gate Sub Total Mobilization c< 300x300 1020 9997 967.3 Total 10964.3BILL of QUANTITY FOR A STRUCTURE Number 5 pcs Stru No. cture Name: Inlet Works Structure Type 1 Procedure Locati< Size □n Unit Unit Price Amount) Work Price 1 Earth work Excavation m3 8 23 184 it 7 13 91 Back fill 2 Concrete work Concrete C=15 m2 350 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 ti 380 3 Wood Work Form work m5 70 4 Stone Work Cement Stone Masonry m2 250 8 2000 Dry stone Masonry m2 40 32 1280 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel ii 6 6 Gate Work Sub total 3555 Mobilization cc > s t 3280 x 0.1 = 328 Total 38832/9 - BILL OF QUANTITY FOR Location 1 Structure Name: Inlet St, Type 2 Works Earth work Procedure Size Unit Trice Number 8 pcs. Work Concrete work C=15 C=10 C=20 Wood Work Stone Work Reinforcement Work 2325 1320 Gate Work Excavat ion Backfill Concrete Foundation Concrete Pipe body Concrete Form work Cement Stone Masonry Dry stone Masonry Reinforcing bar Shaped steel Sub total Mobilization cos 3979 364.5 r II I J Total- 220- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Inlet str.type 3 Location________________ Number 2 pc< No. Works Procedure Size Unit Un 1 Pric Amout of e | Worl Price c 1 Earth work Excavation m3 8 28 224 fi 7 16 11 2 Backfi 1 1 2 Concrete work C=15 m2 350 Concrete C=15 m2 350 Foundation Concrete C=10 If 300 Pipe body Concrete C=20 II 380 3 Wood Work Form work m2 70 4 Stone Work Cement Stone Masonry m2 250 9.4 2350 Dry stone Masonry m2 40 36.2 1448 1 5 Reinforcement Work Reinforcing bar kg 3.6 1 Shaped steel it 6 6 Gate Work Sub total 4134 Mobilization co t 3798 x 0.1 = 379.8 1 Total 4513.8 l• i r w; • am ">! l« l I ih fi M 'll 'll I'i ".ilJim - 22/ - BILL OF QUANTITY FOR A STRUCTURE Structure Name: Outlet Gate 1 Location Numbert 1 J?C_ No. Works Procedure Size Unit Unit Price Amoyntl Work Price 1 Earth work m3 8 Excavation m3 8 35 280 It Backfill 7 8 56 2 Concrete work Concrete c = 15 m3 350 16.3 5,705 Foundation Concrete C = 10 tl 300 Pipe body Concrete C = 20 It 380 3.4 1,292 3 Wood Work Form work 2 m 70 54.1 3,787 1 4 Stone Work Cement Stone Masonry n 250 11 2,750 Dry stone Masonry it 40 36.3 1,452 5 Reinforcement Work Reinforcing bar kg 3.6 117 421.2 Shaped steel it 6 6 Gate Work Water Gate 80 J x 300 pcs 1,275 2 2,550 Hoist 0.5 t tt 4,300 2 8,600 Sub-total 26,893.2 Mobilization Cost 26 557 .2 x 0.1 = 2,655.72 Total 29,548.92 1 .** • ■ .V------------ —-------- ------:---------------------------------- / •’* V_J222 - BILL OF QUANTITY FOR A STRUCTURE Stri No. jcture Name: Outle Works t gate Z Procedure Locacit Size jn Unit Unit Price Amoynt) Work Price 1 Earth work Excavation m3 8 147 1176 m3 7 51.3 359.1 2 Concrete work Concrete C=15 m2 350 86.5 30295 Foundation Concrete C=10 it 300 Pipe body Concrete C=20 ft 380 7.6 2888 3 Wood Work Form work m2 70 320 22400 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 134.4 5376 5 Reinforcement Work Reinforcing bar kg 3.6 727 2617.2 Shaped steel II 6 103 618 6 Gate Work Water gate lOOOxlOOC ) 1450 1 1450 Hoist It 4570 1 4570 Sub total 71729.3 Mobilization cor t 70194.2 . x 0.1 = 7019.42 Total 78748.72Structure Name:Outlet Gate 3 No. Works - 223 - BILL OF QUANTITY FOR A STRUCTURE Location Procedure Size Unit Unit Price Amo^ntf Work 1 Number! 1 pc Price 1 Earth work Excavation m3 8 18 144 ii Backfill 7 14 | 98 2 Concrete work Concrete C=15 m2 350 4.43 1550.5 Foundation Concrete C=10 it 300 0.14 42 Pipe body Concrete C=20 n 380 0.66 250.8 3 Wood Work Form work m2 70 17.4 1218 4 Stone Work Cement Stone Masonry m2 250 4.5 1125 Dry stone Masonry m2 40 31 1240 5 Reinforcement Work Reinforcing bar kg 3.6 1 Shaped steel n 6 6 Gate Work Water Gate 800x800 m2 1275 1 1275 Hoist 0.5 it 4300 1 4300 Sub Total 1 11243.3 Mobilization 110013x 0.1 = 1 11001.3 | J Total 11243.3 1224 BILL OF QUANTITY FOR A STRUCTURE Str No. ucture Name: Drair Works i structure Procedure Locac. Size LOU Unit Unit Price Amount of Work 1 Price 1 Earth work Excavation m2 8 13.4 107.2 n Backf ill 7 36.4 254.8 2 Concrete work Concrete C=15 m2 350 1.94 679 Foundation Concrete C=10 n 300 Pipe body Concrete C=20 n 380 1.58 600.4 3 Wood Work Form work m2 70 37 2590 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 6 240 5 Reinforcement Work Reinforcing bar kg 3.6 48 172.8 Shaped steel ii 6 6 Gate Work Sub total 4644.2 Mobilization cos t 4282.2 : : 0.1 = 428.22 Total 5072.42BILL OF QUANTITY FOR STRUCTURE Culverts 1.2.3 No. Works Procedure Size Unit Unit Price Amount of Work Price 1 Earth work Excavation m3 8 150 1200 h Backfill 7 105 735 2 Concrete work Concrete C=15 m2 350 43.5 15225 Foundation Concrete C=10 n 300 3.72 1116 Pipe body Concrete C=20 n 380 3.42 1299.6 3 Wood Work Form work m2 70 221 15470 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 206 741.6 • Shaped steel 6 Gate Work Water Gate 800x800 m2 1275 1 1275 it n 300 x 300 ii 340 4 1360 ii 600x600 ii ' 1000 2 2000 Hoist 0.2t ii 3740 3 11220 Sub total 51642.2 Mobilization cos t 49707.2 x 0.1 = 4970.72 Total 56612.92226- BILL OF QUANTITY FOR A STRUCTURE ■Culverts 4 & 5 bcri No. jccure name: in bl Works .1 MU.LMO 1 Procedure 2 Size Unit Unit Price Amount of Work Price 1 Earth work Excavation m3 8 100 800 II Backfill 7 70 490 2 Concrete work Concrete C=15 ID2 350 31.2 10902 Foundation Concrete C=10 ii 300 2.48 744 Pipe body Concrete C=20 H 380 1.62 615.6 3 Wood Work ** Form work m2 70 147 10290 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 119.2 429.12 Shaped steel ti 6 6 Gate Work Water gate 600x600 1000 1 1000 400x400 m2 350 1 350 300x300 11 340 4 1360 Hoist O.lt n 3300 1 3300 ft 0.2 ft 3740 1 3740 Sub total 3402072 Mobilization 32732.7 2 X O.1 = 3273 Total 37293.72 1Culvert 6 ----- Structure Name:in SC.1 MC. No 1 227 - BILL OF QUANTITY FOR A STRUCTURE Location Numberj 1 pc No. Works Procedure Size Unit Unit Price Amount of Work Price 1 Earth work Excavation m3 8 50 400 II Backf ill 7 35 245 2 Concrete work Concrete C=15 m2 350 9.64 3374 Foundation Concrete C=10 n 300 1.08 324 Pipe body Concrete C=20 ii 380 0.48 182.4 3 Wood Work Form work m2 70 63 4410 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 46.1 165.96 • Shaped steel ii 6 6 Gate Work Water gate 600x600 m2 1000 1 1000 300 x 30C 1! 340 1 340 hoist 0.2t II 3740 1 3740 Sub total 14181.36 Mobilization co t 13336x C .1 = 1333.64 Total 15514.99— 228- BILL OF QUANTITY FOR A STRUCTURE Culverts 1 & 2 O U 4. IfCllU• i C • X n sr. .1 M U »L rPi.. Nv • xn '2v c Location Size Numben 2 No. Works Procedure Unit Unit Trice Amount) Work Price 1 Earth work Excavation m3 8 100 800 ti Backfill 7 70 490 2 Concrete work Concrete C=15 m2 350 31.2 10920 Foundation Concrete C=10 n 300 2.48 744 Pipe body Concrete C=20 ti 380 1.8 684 3 Wood Work Form work m2 70 147 10290 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 119.2 429.12 Shaped steel ii 6 6 Gate Work Water gate □00x600 m2 1000 1 1000 ft 300 x 300 ii 340 3 1020 u WO x 400 it 350 1 350 Hoist 0.1 it 3300 1 3300 0.2 ti 3740 1 3740 Sub total 33767.12 Mobilization co st 32477.1 ! x 0.1= 3247.7 Total 37014.83223 - BILL OF QUANTITY FOR A STRUCTURE Structure Name: Culverts 3,4 in S.C 1 Mg* No 2_____________ V • I ’ X Z Number 2 Pcs No. Works Procedure Size __________ - Unit _________ Unit Price ______ Amount of Work Price 1 Earth work Excavation m3 8 50 400 fi Backf ill 7 70 490 2 Concrete work Concrete C=15 m2 350 19.3 6755 Foundation Concrete C=10 ii 300 2.16 648 Pipe body Concrete C=20 ii 380 1.62 615.6 3 Wood Work Form work m2 70 126 8820 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 ’ 40 5 Reinforcement Work Reinforcing bar kg 3.6 119.2 429.12 ■ Shaped steel I! 6 6 Gate Work Water gate 600x600 m2 1000 2 2000 II 300x300 ii 340 2 680 Hoist 0.2t ii 3740 2 7480 Sub total 28317.72 Mobilization cos 22427.71 x 0.1 = 2742.77 Total 31060.42230 - BILT OF OUAMTJTY FOR A STRUCTURE l! •Culverts 5-6.7 Structure Name: in SC .1 MC. No 2 ______________ ___ Location Number JPCS 7 No. Works Procedure Size __________ Unit _________ Unit Price _____ Amount] Work Price 1 Earth work Excavation m3 8 150 1200 If Backfill 7 105 735 2 Concrete work Concrete C=15 m2 350 28.92 10122 Foundation Concrete C=10 II 1 300 3.24 972 Pipe body Concrete C=20 If 380 1.44 547.2 3 Wood Work Form work m2 70 189 13230 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 138.3 497.88 Shaped steel ii 6 6 Gate Work Water gate 600x600 m2 1000 3 3000 ft 300x300 u 340 3 1020 Hoist 0.2 t n 3740 3 11220 Sub total 42544.08 Mobilization co ■ t 40609.C 8x0.1= 4060.9 Total 46604.98 r [ f r i r i iZ I! I'll Ji U I.! I 41 !•' I I -1H 231- BILL OF QUANTITY FOR A SIRUCIURE eff.t.p. 3,4 inSC.l me No.l j i Number No. LLULe Name; Works Procedure Size Unit Unit Price Amount Work Price 1 Earth work Excavation m3 8 20 160 II Backf ill 7 14 98 2 Concrete work Concrete C=15 m2 350 1.35 472.5 Foundation Concrete C=10 ii 300 0.23 69 Pipe body Concrete C=20 it 380 0.144 54.72 3 Wood Work Form work m2 70 10.2 7.4 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 3.12 124.8 5 Reinforcement Work Reinforcing bar kg 3.6 15.6 56.16 • Shaped steel •i 6 6 Gate Work Water gate 300x300 m2 340 1 340 Sub total 2089.18 1831.18 x 0.1 = 123.12 Total 2272.30 •-232- BILI. OF QUANTITY FOR A STRUCTURE „ Structure Name: Off T P 5m SC.l MC. No. 2 Location 1 No. Works Procedure Size Unit Unit Amoun C Pric _ of Work j Price | 1 Earth work || Excavation m2 8 20 160 Backfill n 7 14 98 2 Concrete work || Concrete C=15 m2 350 1.35 472.5 Foundat ion Concrete C=10 it 300 0.23 69 Pipe body Concrete C=20 it 380 0.144 54.72 3 Wood Work | Form work m2 Cement Stone Masonry 70 10.2 714 4 | Stone Work m2 250 Dry stone Masonry m2 40 3.12 124.8 5 | Reinforcement Work Reinforcing bar kg 3.6 15.6 J 56.16 M W w w M M l1 *» Shaped steel n 6I 6 Gate Work 1 1 1 Water gate 300x300 m2 340 1 340 1 1 1 Sub total 2089.18 111 11 1 1 1831.18 x 0.1 = 183.12 1 1 1 Total 2272.29 | 111 111 1 » 11 1 i 1 |1 1 1 1 1 1 1II '.IA I .1 III J lll'l '.I I). Ill II NJ.U.H Structure Name:' TertlarV Canal No. Works -233- BJ.LL OF QUANTITY FOR A STRUCTURE Location Number Procedure S J z e Uni t _________ Unit Price _______ Amount of Price Work 1 Earth work Excavation m3 8 17730 141840 u Backf i J 1 7 10550 73850 2 Concrete work Concrete C=15 m2 350 Foundation Concrete C=10 if 300 Pipe body Concrete C=20 n 380 3 Wood Work Form work m2 70 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel rr 6 6 Gate Work Total 215690-23^- BILL OF QUANTITY FOR A STRUCTURE DLrLu No. St cture Name: Quarternary C UCLUie LNdlUc . » Works l - ana ______________ Procedure ____ Size Locatio n__________ Unit _________ Unit Price ______ u Amount Work N mb er Price 1 Earth work Excavation m3 8 21300 170400 it Backfill 7 10650 74550 2 Concrete work Concrete C=15 m2 350 Foundation Concrete C=10 ft 300 Pipe body Concrete C=20 tt 380 3 Wood Work Form work m2 70 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel tt 6 6 Gate Work Total 244950 •— ■- >. (ll j mi ■',! i). i.! b /a • ' " ■ " " ' -235- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Field escape & field caneqJocatlon Number 1 km No. Works Procedure __________ Size __________ Unit __________ Unit Price _____ Amount of Work Price 1 Earth work Excavation m3 8 27700 221600 fl Backfill 7 55400 327800 2 Concrete work Concrete C=15 ID2 350 Foundation Concrete C=LO If 300 Pipe body Concrete C=20 If 380 3 Wood Work Form work m2 70 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 • Shaped steel r» 6 6 Gate Work Total 609400 iI -236- BILL OF QUANTITY FOR A STRUCTURE R DUStLLrucJtCurLeU NLCaminui e:uc Fi.eilxcd Dxurop_ 7 L No. Works ____________________ ± - vp Procedure ___ Location _________Number:^7 peg. Price Size __________ Unit _____ _ Unit Price Amount) Work 1 Earth work Excavation m2 8 4756 38048 fi Backfill 7 1460 10220 2 Concrete work Concrete C=15 m2 350 30 10500 Foundation Concrete C=10 n 300 781.8 234540 Pipe body Concrete C=20 n 380 1.21 459.8 3 Wood Work Wooden Board m2 30 276 8280 Form work m2 70 4470 312900 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 1111 44440 5 Reinforcement Work Reinforcing bar kg 3.6 5197 18709.2 Shaped steel ti 6 6 Gate Work Sub-total 6780.97 629829 > 0.1 = 62982.9 Total 741079.9 l i A-237- BILL OF QUANTITY FOR A STRUCTURE structure Name: No. 1 Works Field Chute Drop Location, Size MNumber . Procedure __________ Unit ________ _ Un 11 Price _____ Amoynt| Work Price 1 Earth work Excavation m2 8 602 4816 ii Backf ill 7 232 1624 2 Concrete work Concrete C=15 m2 350 221 77350 Foundation Concrete C=10 ii 300 1 300 Pipe body Concrete C=20 ii 380 3 Wood Work Wooden Board m2 30 49.2 1476.0 Form work m2 70 1327 92890 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 75 3000 5 Reinforcement Work Steel plate kg 3.6 2380 8568 Reinforcing bar kg 3.6 699 2516.4 • Shaped steel ii 6 6 Gate Work Sub total 192540.4 186100 > 0.1 = 18610 Total 211150.- ■ 1239- BILI, OF QUANTITY FOR A STRUCTURE Structure Name: Field Open Channel Location Number 7 Pcs No. Works Procedure Size Unit Unit Price Amount) Work Price 1 Earth work Excavation m3 8 415 3320 II Backfill 7 105 735 2 Concrete work Concrete C=15 m2 350 195 68250 Foundation Concrete C=10 ii 300 Pipe body Concrete C=20 ii 380 3 Wood Work Form work m2 70 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel ii 6 6 Gate Work Sub total 72305 mobilization co< >t 68250 x 0.1 = 6825 Total 79130 1 1 I rBILL OF QUANTITY FOR A STRUCTURE Structure Name: No. Works Fipld Off TP Location Number 3 PCS Procedure Size _ Unit __________ Unit Price _____ Amount of Work ________ Price 1 Earth work Excavation m3 8 4582 36656 ii Backf i11 7 2284 15988 2 Concrete work Concrete C=15 m2 350 753.5 263725 Foundation Concrete C=10 I! 3 0 64.4 19320 Pipe body Concrete C=20 tl 380 3.7 1406 3 Wood Work Form work m2 70 6505 455350 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 4063 162520 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel kg 6 6 Gate Work Water gate 300x300 m2 340 731 248540 Sub total 1203505 1150861 x 0.1 = 115086.1 Total 1318591.1 i24&- Structure Name : Field Culvert BIL1. OF QUANTITY FOR A STRUCTURE L o c a t J on _ Number ^5 p No. Works Procedure Size _______ Unit _________ Unit- Price ____ Amoynt) Work Price 1 Earth work Excavation m3 8 1987 15896 Backfill m3 7 1756 8092 2 Concrete work Concrete C=15 m2 350 613.4 214690 Foundat ion Concrete C=10 ii 300 91.1 27330 Pipe body Concrete C=20 ii 380 48 18240 3 Wood Work Form work m2 70 4331 303170 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 1379 55160 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel ii 6 6 Gate Work Water gate 300x300 m2 340 134 45560 Lift 0.1 II 3300 39 128700 Sub total 816838 792850 x 0.1 = 79285 Total 896123BILL OF QUANTITY FOR A SIRUC1URE ’Field drain culvert .. Number 10 pcBILL OF QUANTITY FOR A STRUCTURE Field Drop Location Number No. Works | Procedure Size Unit Unit Price Amount] of Work Price 1 Earth work Excavation m3 8 160 1280 tl Backfill 7 2 Concrete work Concrete C=15 m2 350 48 16800 Foundation Concrete C=10 n 300 Pipe body Concrete C=20 H 380 3 Wood Work Form work m2 70 464 32480 A Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 88 3520 5 Reinforcement Work Reinforcing bar kg 3.6 Shaped steel n 6 6 Gate Work Sub total 54080 Mobilization co ;t 52800 x 0.1 = 5280 Total 59360-2^3- BILL OF QUANTITY FOR A STRUCTURE -Drain & Structure Name: Field Irish Bridge Location Number 6 pcs. No. Works ______________ Procedure ___ Size _________ Unit _________ Unit Price ______ Amount of Work Price 1 Earth work Excavation in3 8 246 1968 If Backf ill 7 2 Concrete work Concrete C=15 m2 350 23 8050 Foundation Concrete C=10 it 300 Pipe body Concrete C=20 n 380 3 Wood Work Form work m2 70 182 12740 4 Stone Work Cement Stone Masonry m2 250 Dry stone Masonry m2 40 174 6960 5 Reinforcement Work Reinforcing bar kg 3.6 * Shaped steel tt 6 6 Gate Work Sub total Mobilization cos t 27750 x 0.1 = 2775 Total 32493 •BILL OF QUANTITY FOR A STRUCTURE Number: 1 pc Stru No. cture Name:Kubsa Works Bridge Procedure Locati Size on________ Unit Unit Price Amount of Work Price 1 Earth work Excavation 3 m £ 135 840 u Rack fill 7 1 158 1,106 /O 2 Concrete work Concrete C = 15 3 m 350 83 25,550 Foundation Concrete C = 10 ii 300 Pipe body Concrete C = 20 ii 380 21.7 8,246 3 Wood Work Form work 2 m 70 222 15,540 4 Stone Work Cement Stone Masonry ii 250 18 4,500 Dry stone Masonry 2 m 40 5 Reinforcement Work Copier Flate kg 15 32 480 Reinforcing bar kg 3.6 1,922 6,919.2 Shaped steel kg 6 151 906 6 Gate Work * Sub-total 64,087.2 Mobilization Cost 6/ ,141.2 x 0.1 = 6,214.12 Total 70,301.32 —- 245- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Secondary Canal 1. Main Canal No.l Location: Number: No Work Procedure Size Unit Amount of work Unit Price Price I Earth work Excavation m3 JM2£ 25936 Filling n 7 2424 16968 Removal of Top Soil m^ 2 16000 32000 Sodding it . 4 5656 22624 ~ Concrete z work Lining Concrete c = 1: m3 350 379 132650 Sub-total 230178 15524 x 0.1 = 15527.4 Total 245705.4-2^6 B1IJ. 01_ (JUANTT1 V I OR A STRUCTURE Structure Name: Secondary (’anal 1 Main ('anal No. 2 Local Inn: Number! No Work Procedure Si re Unit Amount of work Unit Price Price 1 Earthwork Excavation 3 m 8 2646 21168 Filling h 7 3528 24696 Removal of Top soil m2 2 1 6000 32000 sodding H 4 6174 24696 2 Concrete work Lining concrete 015 3 nr 350 890 311500 Sub-tot al 414060 Mobilization Cost. 336196 x 0. 1 33619.6 447679.6in iw in • r. >n m .r l» I « Iff M " '' " rr -2U7 ' BILL OF QUANTITY FOR A IP'JCIUPb Structure Nnme: Enenpe Drop Lorr. 11 on : Number: I I I !BILL OF QUANTITY FOR A STRUCTURE Structure Nanie: Escape Channel 2 ,,ocnt Number: No Work Procedure Size Unit Amount of work Unit Price Price 1 Earthwork Excavation mJ 8 10500 84000 Filling 7 4300 30100 Sodding m2 4 5100 20400 Sub-total 134500 Mobilization Cost 20400 x 0.1 = 2040 Total 136540 <BILL OF QUANTITY EOK A STIWCTUKE Structure Name: Escape Channel 3 Location: Number: |no Work Procedure Size Unit Amount of work Unit Price Price |1 | Earthwork | r Excavation m3 8 4030 32240 r i Embankment it 7 190 1330 Sodding m2 4 1430 5720 1 Sub-total 39290 Mobilization Cost 5720 x 0.1 = 572 Total 39862 1 I 11BILL OF QUANTITY FOR A STRUCTURE Number: Structure Name: Culvert on Escape Channel Location:Ill IU 111 I.d' K. kl .11 JU.lUUiLJ’l .li II £ HI u « i •• " -25^ BILL OF QUANTITY FOR A STRUCTURE Structure Name:Inlet for Escape Location: Number:3 pcs. No Work Procedure Size Unit Amount of work Unit Price Price 1 Earthwork Excavation m3 8 . 22 176 2 Stonework Cement Stone masonry m3 250 14 3500 Dry Stone Masonry m2 40 51 2040 Sub-total 5716 Mobilization Cost 5540 X 0.1 = 554 Total 6270 • * 1^252' BILL OF QUANTITY FOR A STRUCTURE Structure Name: Field Drain Loca t ion: Number: 379.48km No Work Procedure Size Unit • Amount of work Unit Price Price 1 Earthwork Excavation m3 8 . ^86339 690712 Total 690712 *i;j a. bi_j- m « *• - -253- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Field Road Location. Number: 1=162.340m No Work Procedure Size Unit Amount of work Unit Price Price 1 Earthwork —~---------- Excavation m3 322314 2256198 ■ Sand & Gravel n 25 85534 2138350 Sub-total 4394548 Mobilization Cost 2138350 x 0.1 = 213835 Total 4608383-25U-- BILL OF QUANTITY FOR A STRUCTURE Structure Name: Soil Movement for land Levelling Location: Number: ITl m ■i n w w N W 11 r i l i ly J,-,/lLt
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