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Irrigation And Cad Department Tender

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Item-16-rehabilitation Of Kotha Tank Cascade No.4 In Ravivalasa (v) In Cheepurupalli (m) In Vizianagaram District

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(E G O V E R N M E N T O F A N D H R A P R A D E S H W A T E R R E S O U R C E S D E PA R T M E N T F AN DH RA NM EN T AN DH RA P RA DE SH -IN TE GR AT ED IR RI GA Ti ON A GR IC UL TU RE TR A N SF O R M A TI O N P R O JE C T ( A P- II A TP ) V O L U M E I I D E T A IL E D P R O JE C T R E P O R T O F R E H A B IL IT A T IO N O F K O T H A T A N K C A S C A D E N O -4 IN R A V IV A L A S A V IL L A G E IN C H E E P U R U P A L L I M A N D A L IN V IZ A IN A G A R A M D IS T R IC T U N D E R A P -I IA T P ( W O R L D B A N K PH A SE -I II ) E st im at e C os t 75 .9 0 L ak hs E X E C U T IV E E N G IN E E R IR R IG A T IO N D IV IS IO N , V IZ IA N A G A R A M . IR R IG A T IO N C IR C L E , B O B B IL I. S ur ve y & I nv es ti ga ti on By PS R C on st ru ct io ns D ar ak an ip ad u vi lla ge , G ud lu ru m an da l Pr ak as am d is t. 5 2 3 2 81 Em ai l: ps rc og l@ gm ai l.c om . M ob ile : +9 1 95 05 50 51 36 ,1 40 . DRAUE IN D EX D esigned TB L E xisting TB L - D e s i g n e d M W L - D e s ig n e sluice @ Ist slu 0.110 KM 2nd sluice 0.250 KMM 3rd sluice @ 0.550 KMM L / S W e i r @ L : 1 7 . 6 m Existing TB L D esigned T B L D esigned M W L D esigned FT L 106 105 104 D atum : 103.0 D esigned T B L D esigned M W L L en g th of B und: 660 m F.T.L.104.300 m M .W .L .: 1 0 5 .0 0 0 m T.B .L 106.500 m N o.of S lu ices:3 N o's 1 st Sluice@ 110 m (sill: 102.52 m ) 2 n d Sluice@ 250 m (ill: 103.23 m ) 3 rd Sluice@ 5 5 0 m (sill: 1 0 2 .8 6 m ) N o.of W eir's : 1 N o D esigned F T L E xisting T B L U S W eir Length :1 7 .6 m (50m -68m ) D istance In M eters L ongitudinal S ection F ro m K m 0.000 T o k m 0.660 [H o r S cale - 1 in 5 0 0 0 : V e r S cale 1 in 2 0 0 ] |L ongitudinal Section of Pachi Tank K m 0.000 to km 0.660 E x e c u tiv e E n g in e e r W ater R esources D ept. V izianagaram D iv sin . V ZM - Deputy Executive Engineer e K esources D epartm ent r a m Sub D ivision, Vzm Survey & Investigation by PSR C onstructions. (A oR sept) -3.00 TBL+ 123.700 US D/S 225 mm Thick Revetment 150 mm Thick Gravel Cover etmer Unde **- . 4.47 1000 p. Rock Toe 300 MM THICK RIP-RAP Typical Bund Section at Ch 0.300 km Pamulavani | U/S 3.00 D/S TBL+92.400 Exsisting Revetment Good Condition 150 mm Thick Gravel Cover under Revetment- 3.28M 4.54M Typical Bund Section at Ch 0.090 km Kotha Tank UIS -3.00 D/S Exsisting Revetment Good Condition TBL+106.500 150 mm Thick Gravel Cover under Revetment 3.01M 3.31M Typical Bund Section at Ch 0.225 km Pachi Tank SCALE Not jo Scale DSnty Ezeeutive nger STO4eepoknjcept Executlive Eigmee Water Resources Dept. Vizianagaram Divn., VZM 2nagerem BwsiOn" Siuice-1 OF PAMULAVANI TANK Notes 1 All dimensions are in millimetres and levels are in metres nless nerwise specified PLAN 0.45 3.910 7.730 3.00 MK 3.370 123.700 m TBL . 2 Dimen510ns are to be read not to be scaled 122.5 m 3 U/S &DS head y grade uing 4Omm max sizeof aggregate DIS walls, wing walls,are to be constructed in CCMID U/S 122.200 m 2:1 MVL 2:1 EARTH FILLING 4 Foundaion Concrete for U/S& D/S head walls wing walls,shalt o C.C.M-lbUsing 40mm max size aggregate. 121.6m Sloped Wings in 2.00 M FTL T_T 121.300 m M15 300 mm dia. NP-3 Class RCC hume pipe is proposed for Barrel RETURN 1.99 M S CISTERN 121.51m 0.45 Using RCC 300mm Pipe 2.89 M 2.00 MM 6 ScreW Ear and shuttering arrangement for gate is proposed.4 119.51 m SLUICE PIPE BARREL 0.3sILL LEVEL 7 Grading ol concrete, workability and workmanship is conforming to IS 456200 +119.610m M15 Lean Mix -100MM Thick Sand Filling 300MM Thick 010 118.760 8 The back filling behind Head walls, Wing and Returns may be carried Out witi the excavated soil having 0 = 25° from foundation and compacted to OMC 1.15 15.00 3.910 0.20 N 19.560 M 9 350mm bed concrete is

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