R6 R7 R8 W.S.S. TO SEETHATHODE & AREA IN PERUNADU PANCHAYATH 20 LL 20 LL 20 LL

R3 Zone VI Zone VII Zone VIII

0.3 LL (P) Interconnection 500 mm M.S Pipe, 10 mm thick, 1800 m OHSR at Nilakkal Zone III (Highest Point in PM is R2 GLSR at Gurumandiram (R6) 417.53) IL. 455.00 0.5 LL GL. 452.00 R5 100mm DI K9, 2000 m 2 Nos. 5 HP CF Pump S3 500 mm dia. M.S Pipe, 8250 m 3 Nos. 110 HP VT Pump Sets Zone II Sump cum Pump House 3.5 LL

near Gurunathanmannu Tribal School Zone V IL. 290.00 6.0 LL GL. 287.00 3 Nos. 2 HP R1 R4 CF Pump Sets

3.0 LL (P) 3.0 LL Sump cum Pump House 150 mm DI K9 CWPM, 5200 m Zone IV & OHSR at Plapally

500 mm dia. M.S Pipe, 1900 m IL of Sump : Zone I 2 Nos. 12.5 HP CF Pump Sets S2 3 Nos. 175 HP VT Pump Sets IL of OHSR Sump at Kottakuzhy GLSR at Aliyanmukku IL. 175.00 IL. 178.00 6.0 LL GL. 172.00 GL. 175.00

S1 Second Sump cum Pump House in Plapally Road TREATMENT PLANT AT 6.0 LL IL. 266.00 GL. 263.00 500 mm dia. M.S Pipe, 2100 m NEAR FIRE STATION& KSEB OFFICE 3 Nos. 175 HP VT Pump Sets KAKKAD HEP First Sump cum Pump House (Arranged in Phase I) in Angamoozhy Plapally Road 200mm DI K9, 3700 m IL. 167.00

13 mld 250mm DI K9, 1250 m GL. 164.00 IL. 73.00 SUMP NEAR T.P. Sets 2 Nos. 50 HP CF Pump 2 Nos. 50 HP CF Pump Sets (Proposed) 6.0 LL 500 mm dia. M.S Pipe 10 mm thick, 7600 m 3 Nos. 175 HP VT Pump Sets Completed / Existing : S Work in Progress : FVL.64.00 Balance Components in Phase I : Components in Phase II : S Components in Phase III : RWPM NOTES: 1. ALL LEVELS ARE IN METRES & ARBITRARY FL.+ 65.00 9m. DIA. INTAKE WELL WATER AUTHORITY CUM PUMP HOUSE AT SEETHATHODU

500 mm dia. M.S Pipe 10mm thick ,720m M.S Pipe 10mm thick 500 mm dia. PROJECT DIVISION, NEAR POWER HOUSE OF KAKKADU HEP W.S.S. TO SEETHATHODE PANCHAYATH AND NILAKKAL KAKKADU RIVER WL. +60.00 PLAPPALLY AREA IN PERUNADU PANCHAYATH IN DISTRICT ( PHASE II ) FVL. +54.00 SCHEMATIC DIAGRAM BL. + 52.00 SCALE: N.T.S.

PROPOSED WELL A.E. A.E.E. E.E. S.E. C.E. 400 400

360 45 2070 15 10 13 WSS to Seethathode Pt. & Nilakkal, Plapally area WSS to Seethathode Pt. & Nilakkal, Plapally area in 30 Perunadu Pt. 294 in Perunadu Pt. 230 230 400 400 500 Construction of 6 LL capacity First Sump cum 500 Construction of 6 LL capacity Second Sump cum Pump 40 House in Angamoozhy Plapally Road 30 Pump House in Angamoozhy Plapally Road 25 250 250 30 30

Beam 20x25 cm Beam 20x25 cm 15 110 135 2070 135 15 30

180 30 145 145 200 400 400 Column30x30 Column30x30 390 390 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 Floor trap/Gratings Tie beam 20x25 cm Tie beam 20x25 cm 30 SECTION 200

Wall mounting Closset Shower and Bib Cock

2130 2130 D1 Wash basin with Pillar cock. Health Faucet V Steps- Rise -0.15m & Tread 0.27 M 2110 2110 W V V 150 2000 V 2070 2070 2050 2050 W 2000 2000 W 1307 293 2050 984 2050 Wash basin And Pillar cock Wash basin And Pillar cock 25 RCC WALL. 25 RCC WALL. V 303 637 V 692 25 25 316 200 200 W 30 30 1000 1000 1050 Wall mounting Wall mounting D1 Closset Closset Column V 1000 1000 1000 656 Gratings/ 35 656 Gratings/ 35 1000 20 30 Floor trap 20 30 Floor trap 25 Health Faucet. 25 Health Faucet. 45 X 45 D1 RS 649 35 649 35 706 706 RS 30 Slope of 30 Slope of

RCC slab = 1 in 40 RCC slab = 1 in 40 298 CM 1130 1110 1070 1050 1000 1130 1110 1070 1050 1000 303 Toilet 303 Toilet W 1334 1050 240 240 220 25 220 25 Shower & Bib cock. Shower & Bib cock. D1 D1 W D1 W W RS W D1 W W RS W RS 303 303 303 RS 303 303 303 317 25 30 170Steps 170Steps Rise -0.15 m, Tread 0.27 m Rise -0.15 m, Tread 0.27 m 344 344 342 293 293 PUMP 343 343 HOUSE PLAN 363 1687 400 400

360 45 2070 15 10 13 WSS to Seethathode Pt. & Nilakkal, Plapally area in 30 Perunadu Pt. 294 230 400 400 Construction of 6 LL capacity Second Sump cum Pump 500 40 House in Angamoozhy Plapally Road 30 25 250 30 30

Beam 20x25 cm 15 110 2070 135 135 15 30

180 30 145 200 400 Column30x30

390 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 Floor trap/Gratings Tie beam 20x25 cm 30 SECTION 200

Wall mounting Closset Shower and Bib Cock

2130 D1 Wash basin with Pillar cock. Health Faucet V Steps- Rise -0.15m & Tread 0.27 M 2110 W V V 150 2000 V 2070 2050 W 2000 W 1307 293 984 2050 Wash basin And Pillar cock 25 RCC WALL. V 303 637 V 692 25 316

200 W 30 1000 1000 1050 Wall mounting D1 Closset Column V 1000 1000 1000 656 Gratings/ 35 1000 20 30 Floor trap 25 Health Faucet. 45 X 45 D1 RS

35 649 706 RS 30 Slope of

RCC slab = 1 in 40 298 CM 1130 1110 1070 1050 1000 303 Toilet W 1334 1050 240 25 220 Shower & Bib cock. D1 W D1 W W RS W RS 303 303 303 317 25 30 170Steps Rise -0.15 m, Tread 0.27 m 344 342 293 293 PUMP 343 HOUSE PLAN 363 1687 CONSTRUCTION OF 6.00 LL SUMP AND 3.50 LL OHSR CAPACITY OH TANK AT PLAPPALLY 330 360 270 30 60 327 327 267 400 400

360 45 15 10 WSS to Seethathode Pt. & Nilakkal, Plapally area 30 in Perunadu Pt. 294

400 400 Construction of 6 LL capacity First Sump cum 40 Pump House in Angamoozhy Plapally Road 30

25 30 30

15 110 135 135 30

180 30 200 300 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 plinth beam30 X 60 SECTION Floor trap/Gratings 200

Wall mounting Closset Shower and Bib Cock D1

Wash basin with Pillar cock. Health Faucet V 600 Steps- Rise -0.15m & Tread 0.27 M

W V V 150 2000 V

W A TYPICAL CROSS SECTIONAL WIEW OF RETAINING WALL & W COMPOUND WALL

1307 293

V 303 20 ‘PPDV0DLQEDUV 637 V 692 Dense Forest

200 ‘00DVGLVWULEXWRU W 1000 650 1000 1050 35 D1 Earth V Column ‘PPDVGLVWULEXWRUV 1000 1000 1000 1000 RCC 45 X 45 D1 RS RS CM 300 ‘PPDV0DLQEDUV Propossed ground. W 1334 140 RCC RCC 1:1.5:3 150 Heel Toe 250 60 Key W 60 140 60 100

25 30 300 PCC 1:2:4 100 293 293 PUMP HOUSE Retaining wall & Compound wall at back side of Sump RCC PLAN 1500 A TYPICAL CROSS SECTIONAL WIEW OF RETAINING WALL & COMPOUND WALL

20 ‘PPDV0DLQEDUV

Dense Forest

200 ‘00DVGLVWULEXWRU 35 Earth ‘PPDVGLVWULEXWRUV

300 ‘PPDV0DLQEDUV

Propossed ground. 140

150 Heel Toe 60 Key 60 140 60 100 300

Retaining wall & Compound wall at back side of Sump WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal Near Devaswam Board Tank and Near Cattle Shed.

2565 2565 slab 12 375 375 375 375 375 375 375 375 375 375 375 375 CM 2585 45 30 12 25 375 400 25 400 slab 30 CM 2515 60 BEAM 40X60 beam 40 X60 12 12 30 30 60 330

375 slab 15 CM 260 270 15 45 BEAM 30X60 beam30X60 700 700 30 WSS to Seethathode Pt. & Nilakkal, Plapally area

slab 15 CM 273

323 in Perunadu Pt. 500 375 BEAM Construction of 6 LL capacity First Sump cum 30X60 RCC WALL. beam30X60 Pump House in Angamoozhy Plapally Road 2565 2565 slab 15 CM 273 1707 1700 375 375 375 375 375 375 200 beam30X60 375 1371 1371 400

slab 15 CM 318 273 1041 45

beam30X60 710 2130 375

slab 15 CM 323 2110 380 278 2070 beam30X60 2050

30 2000 2050 Wash basin And Pillar cock RCC WALL. 375 375 25 200 25 200

Wall mounting Closset 656 Gratings/ 20 30 Floor trap 25 Health Faucet.

35 649 706 30 Slope of RCC slab = 1 in 40 1000 1130 1110 1070 1050 240 25 220 Shower & Bib cock. D1 W D1 W W RS RS

170Steps Rise -0.15 m, Tread 0.27 m 344 343 WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal

2565 slab 12 375 375 375 375 375 375 CM 2585 12 25 400 slab 30 CM 2515 60

beam 40 X60 12 30

slab 15 CM 330 270

30 beam30X60 WSS to Seethathode Pt. & Nilakkal, Plapally area

slab 15 CM 273 in Perunadu Pt. Construction of 6 LL capacity First Sump cum 500 RCC WALL. beam30X60 Pump House in Angamoozhy Plapally Road

2565 slab 15 CM 273 1707 1700

beam30X60 1371 1371 400

slab 15 CM 318 273 1041 45

beam30X60 710 2130

slab 15 CM 323 2110 380 278 2070 beam30X60 2050

30 2000 2050 Wash basin And Pillar cock RCC WALL. 375 25 200 25 200

Wall mounting Closset 656 Gratings/ 20 30 Floor trap 25 Health Faucet.

35 649 706 30 Slope of RCC slab = 1 in 40 1130 1110 1070 1050 1000 240 25 220 Shower & Bib cock. D1 W D1 W W RS RS

170Steps Rise -0.15 m, Tread 0.27 m 344 343

Steel Pipe Bridge for Clear Water Pumping Line near Angamoozhi.

12.02

ISA 2L150x150x12 20.30 A 20.30

GL 3.90 GL 2.20

End1 End1 ISA 2L 130x130x8 ISA 2L100x100x8 A ISA 2L 150x150x12

53.00

0.50 Bed Level

40.6250

SECTIONAL ELEVATION scale - 1:50 Steel Pipe Bridge for Clear Water Pumping Line Between Angamoozhi and First Sump.

12.02 ISA 2L150x150x12 18.30 A 18.30

GL GL

End1 End1 ISA 2L 130x130x8 ISA 2L100x100x8 A ISA 2L 150x150x12 47.00 NOTE 4246 ISA100x100x10 A 1. All dimensions are in millimetres unless otherwise specified in the drawing.

2400 150 2. Figured dimensions supersede measured ones. 300 3. Use concrete mix of M25 grade. 4. Use steel reinforcement of grade fy>1PPð ISA 100x100x10(1L) 5. Lap length should be provided as per relevent ISS. GL 6. Clear cover to the reinforcement should be provided as follows.

2000 GL Column - 40mm Pile cap - 60mm Pile - 50mm All other faces - 30mm End1 1700 1700 End2 A ISA80x80x8 7. Minimum length of weld in all cases should be 75mm unless

2400 2100 otherwise specified. 400mm Pipe for future 50x4mmMS strap 400mm Pipe 8. Size of weld should be 5mm, unless otherwise specified. @2.5m c/c 9. All gusset plates should be 10mm thick. 10. Surface between baseplate and bearing plate shall be well 350mm Pipe lubricated and permitted for horizontal movement. 2500 11. Anchor bolts at long slots to be fastened with lock nut and should ISLC 100 allow horizontal movement between bearing plate and base plate. 12. All hot rolled steel sections shall be of grade Fe 250 or above. 100 13. Vehicular and pedestrian loading is not premitted in the bridge. 14. Thrust block shall be provided for the pipe at the bends at either ISA 80x80x8 (1L) ends of the bridge. 7000 2400 15. All members of truss ,chequered plate etc. shall be given corrosion resistant coatings as per section 15 of IS 800:2007 8mm thick 600 16.SBC shall not be < 15T/m2 chequered plate ISMC 125x65 1000

500 SECTION A-A scale - 1:20 PLAN OF FOUNDATION 1000 (2400x1000x600)

Bed Level Chequered Plate 8mm thk. 600mm wide connected with 75mm long welds @ 250mm c/c to beam and angles Connection between Beam and 75mm long welds Span =12m at 250mm c/c Bottom chord, weld in full lap length SECTIONAL ELEVATION scale - 1:50 ISA 75x75x8

400mm pile Abutment C/L of pipe ISMC 125x65 ISA80x80x8 ISA75x75x8 400mm pile ISMC 125x65

6

2400 ISA 80x80x8 (1L) 1700

CONNECTION DETAILS OF DECK - VIEW FROM BOTTOM 1700 Scale 1:25 ISA80x80x8 Pile cap 2.6x1.7x0.8 1000 Pile cap 2.6x1.7x0.8 12mm Gusst plate 1700 Lug Angle ISA80x80x8 BOTTOM PLAN ISA65x65x8 scale - 1:50 16mm blot 200 Top horizontal brace ISA75x75x8 ISA 100x100x10 Base plate 300x300x16mm ISA 75x75x8 ISA 75x75x8 8mmChequered plate ISA75x75x8

431 5 951 5 ISA50x6

733 300 2400 5 ISMC125x65 CONNECTION BETWEEN BEAM AND ANGLE 1700 1700 SUPPORTING THE PLATE BASE PLATE CONNECTION DETAILS TOP PLAN 12mm Gusset Scale 1:5 scale 1:10 scale - 1:50 Plate 8mm thk plate

U2 U3 U4 U5 U4 U3 U2 150 150 1 1 1 1 1 1 ISA75x75x8 2L ISA75x75x8 ISA 65x65x8 ISA 65x65x8

3 5 5 5 5 5 5 3 DISCONTINUOUS JOINT OF TOP/BOTTOM CHORD 4 4 4 4 4 4 4 (CONNECTION ON BOTH LEGS)(5MM WELD) 2 2 2 2 2 2 2 2 12mm Gusset Plate ISA100x100x10 L1 L2 L3 L4 L5 L4 L3 L2 L1 100 ISA 80x80x8 12mm thk Triangular Cleat 12mm thk Triangular Cleat

LINE SKETCH OF TRUSS 100 150 100 scale - 1:100 Member Index 1000 1 ISA 100x100x10 202 2 ISA 80x80x8 200 3 2L- ISA 75x75x8 100 300 ISA80x80x8

250 300 ISA80x80x8 4 ISA 65x65x8 12mm Gusset Plate JOINT L2 5 ISA 75x75x8 JOINT L3&L4 6 ISA 75x75x8 300 ISA 65x65x8

16mm Bolt 8T@200 50mm long Slot JOINT L1 ISA 100x100x10 ISA 100x100x10 JOINT U5 Lug Angle scale 1:10 ISA 65x65x8 10T @ 200 12mm Gusset plate ISA75x75x8

150 100 150 100 100 KERALA WATER AUTHORITY ISA65x65x8 WASCON Bottom tie ISA75x75x8 12mm Gusset ISA75x75x8 12mm Gusset Plate ISA75x75x8 8T @ 200 ISA 80x80x8 Plate 12T @ 150 ISA 65x65x8 ISA 65x65x8 File NO : 16mm thick Baseplate JOB : PIPE LINE BRIDGE ACROSS TAIL RACE 300x300 CHANNEL AT KSEB KAKKAD ISA 75x75x8 (2L)

600 Abutment 100 COMPONENT:12m SPAN STEEL BRIDGE 100 10T @ 150 JOINT U2 JOINT U3&U4 AT SEETHATHODE

DRAWING NO : D - 04/KWA/WASCON/2019 1000 SUPPORT DETAILS AT END 2 SUPPORT DETAILS AT END 1 scale - 1:10 ISA 80x80x8 DETAILS OF JOINTS SECTION A-A JOINT L5 Scale 1:20 scale - 1:10 scale - 1:10

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sil.tlrttl( tlt* *gtimEt# f:ratr'd try&t{?'r purnpinE *rain e?nd r{her prcr}r-lcticn csrnpnn*nts rviii-iin i*x atirrirlffs an]uurz\ *t, tfre suhje*t prr-;ect v+ith rjetai{s *f rcn"lrn?ff#d an:sunt ui.rd*r the , /\r:tt:t*tixtr:u*Li"sa "ba*nction r:t tlle ryeirl*est, You ar* a?*s {iire *X,ed tp submit th* i}f,f{ far the rr:n'taiv,,'t{'1 r-'r:{lrix}lt*r:ts au ejeci':led in the il"ieetfqg by rnt*rn."." .

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"trrrrri*r !',a* . t riccurnei:?* ln *rigirral, C*p1,' r:f iclzsr {'a1 € rci-i*e l?*.t, Gmail - WSS to Seethathod Nilakkal Phase II - E... http s : //mail. go o gle. c om/mail/u/O ?ik = 5 d 0 6 0 2 a 3 . . .

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WSS to Seethathod Nilakkal Phase ll - Estimate submitted through PRICE vide lD N o.20LB[L3798 - clarification regarding L message

Executive_Engineer, Kerala Water Authority, Project Division, Adoor Sat, May l_8, 2OL9 at 1:16 pM To: cesouthkwa , Superintending Engineer - Pathanamthitta

It has been directed to clarify the provision given in the above estimate for providing a window at the top of 508 mm M.S pipe at the joint portion. In this context, I may report that in the case of 500mm M. S pipes inside welding of the joint is not possible. Cutting a window at the top is to facilitate welding the inside portion of the joint. After completing the inside welding the window can be closed. The clarification sought was that how to weld inside portion of welding of this window portion. I may report that rare chances are there to weld around the joint in a non-perfect manner, especially at the bottom portion of the pipe at hard rock terrain. lt is easy to weld outside at the window portion in a perfect manner. The window is proposed in order to avoid this chance of non-perfectness.

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o11; ft1 ed5lo" ogaofl m"l cor d, cocogc oc5d roncrocolgl, oqlceff aolor'lovcra, toa€6. Ph. No.04734 -224839

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1of 1 Saturday 18 May 20Lg 03:56 PM