หลักเกณฑ์การคำนวณราคากลางของงานก่อสร้างอาคาร...

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เป็นของกรมโยธาและผังเมือง เพื่อใช้ในการก่อสร้างได้อย่างถูกหลักทางวิศวกรรม และปลอดภัย

Transcript of หลักเกณฑ์การคำนวณราคากลางของงานก่อสร้างอาคาร...

  • 9/5/2001

  • /

  • ( ) 1/2542 16 .. 2542

    .. 2544

  • 1 2 .. 3 4 5 6 7 8 9 10 11 12

    1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

    .. 2542

  • - 1 - 2 - .. 3 - 4 - 11 - 12 - 52 - .. 53 - 79 - . 80 - 81 - () .. 82 - 83 - . 84 - 88 - 89 - 92 - ... 93 - 101 - FACTOR F...... 102 - 115 - .... 116 - 129 - . 130 - 153 - 154 - 156 - .. 157 - 160

    ..

  • - - - - 1. 2. 3. 4. ( ) - 10 %

    2 . 1. 2. 1. 2 . 1.1

    1

  • 1.2 (%) 2. ( , ) 2 . 2.1 , 2.2

    2

  • 1. 2. 3. 4. 4.1 4.2 4.3 4.4 4.5 - + + + + + . . . ,, . . .

    3

  • 1. 3 1.1 1.2 1.3 2. 6 2.1 .1 2.2 .2 2.3 .3 2.4 .4 2.5 .5 2.6 .6 3. () 3.1 3.2 4. ( 0203/ 100 . 18 .. 2522) 4.1 ( ) 4.2 () 4.3 () 5. () 5.1 5.2 6. ( FACTOR F) 6.1 6.2 6.3 6.4 + 6.1 + 6.2 + 6.3 7. () 7.1 7.2 7.3 TOWER CRANE

    4

  • 1. 2. 3. () 4. () FACTOR F . . 1 . 2 . 3 . 4 .1, .2 .3 .4 . 5 . 6

    5

  • . 1 ..

    /.

    6

  • . 2 / ..

    .. .. 6 . 9 . 12 . 15 . 19 . 25 . 12 . 16 . 20 . 25 . 28 .

    7

    / /

  • 3 / ..

    3

    8

  • .4 / / / ..

    9

  • . 5 /./... / . 4 ..

    () ()

    1 2 3 4

    ....................%.........%...................%..................%

    .. /..

    .................................................. (..)

    .................................................... /. (..)

    ..................................................... /. (..)

    10

    FACTOR F

  • . 6 / ..

    ()

    ............................................................................./. (...) ............................................................................../ (...)

    ............................................................................. (...)

    11

  • (..)(..) 3 1 4 , 1 1.1 1.2 1.3 () 1.4 () 2 2.1 2.2 2.3 3 3.1 4 4.1 2 () ( FACTOR F) TOWER CRANE,, 3 () 1 ( FACTOR F) () 2 1 ( FACTOR F)

    12

  • ., .,

    13

  • 3 4 1

    1 ()1 1 ( , )

    1.1 3 1.2 10 16 - 521.3 19 "1.4 24 "

    1 2 2 ( , )

    2.1 28 "2.2 29 "2.3 30 "

    2 3 3 ( , )

    3.1 34 " 3

    4 4 ( , )4.1 37 "

    4

    14

    1 1/2

  • 2 ()

    1 38 83

    3

    . 1 ( , ) 37 14. FACTOR F [ = ( FACTOR F - 1) x .] . . + . *. 2 () 38

    . + .

    2/2

    15

    2

  • .

    1 11.1

    1.1.1 ..1.1.2 ..1.1.3 ..1.1.4 ..1.1.5

    - - ... - -

    1.1.6 -

    1.1.7 .- ..- ..- - .

    16

    1

  • 1.1.8

    SR. 6 . .SR. 9 . .SR. 12 . .SR. 15 . .SR. 20 . .SR. 25 . .SR. .. . .

    - SD. 12 . .SD. 16 . .SD. 20 . .SD. 25 . .SD. .. . .

    - .1.1.9 . ..1.1.10 . ..1.1.11 WATER STOP .. 1.1.12

    - . . .- . . .

    17

    2

  • 1.1.13 .1.1.14 (POST-TENSION) .1.1.15 (POST-TENSION) ... .1.1.16 .. ./.. .1.1.17 .. .

    - .. ... .1.1.18 .

    - ..- - .- .

    1.1.19 .- .... .- .... .- , , , - .- ..

    1.1.20 - ..- ..

    3

    18

  • 1.2 1.2.1 .

    - - - ... - - .- .- .. - . .. - .. .

    1.2.2 .- ..- .- .- .

    1.2.3 - () .- .- .- ...

    4

    19

  • 1.2.4

    - 2 .- 2 2 .

    1.2.5 ()- .- .- .- .

    1.2.6 - .- .- .-

    1.2.7 - .- .- .- .- - .

    5

    20

  • 1.2.8

    - .- .

    1.2.9 - ( ) .- - .

    1.2.10 .- - .

    1.2.11 - - ()

    () ()

    - () ()

    - () ()

    - () ()

    6

    21

  • - ()

    () ()

    - () () ()

    - . () ()

    - - - DoorClosser - ..... ..- ..... ..- ..... ..- ..... ..

    1.2.12 .()- ..- - -

    7

    22

  • 1.2.13 .()

    - ..- -

    1.2.14 .()-

    1.2.15 .()-

    1.2.16 .()-

    1.2.17 - - -

    1.2.18 -- .. .. - .. .. - .. .. - .. .. - .. .

    8

    23

  • - .. . - . - - .. - - .. - .. - .. - . - .. -

    1.2.19 - ..- ..- () ..- ..- ..- ..- ..- .. . ..

    9

    24

  • 1.2.20

    - ... ..- ..

    1.2.21 - ..- ..- ..- ..

    10

    25

  • 1.3 1.3.1

    - Dia.. - 45 Dia.. - 90 Dia.. - Y 45 Dia.. - Y 45 Dia.. - TY 90 Dia.. - T Dia.. - Dia.. - CO( CLEAN OUT ) Dia.. - FCO( FLOOR CLEAN OUT ) Dia.. - SCO( SIDE CLEAN OUT ) Dia.. - Dia.. - -

    1.3.2 GS-P (CLASS B)- Dia - 45 Dia - 90 Dia.... - Y 45 Dia....

    26

    11

  • - Y 45 Dia.. - TY 90 Dia.. - T Dia.. - Dia.. - FD(FLOOR DRAIN) Dia.. - P - TRAP Dia.. - SD( SIDE DRAIN) Dia.. - CO( CLEAN OUT ) Dia.. - FCO( FLOOR CLEAN OUT ) Dia.. - SCO(SIDE CLEAN OUT) Dia... -

    1.3.3 PP , HDPE- PP Dia.. - 45 Dia.. - 90 Dia.. - Y 45 Dia.. - Y 45 Dia.. - Dia.. - Dia.. - CO( CLEAN OUT ) Dia..

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    12

  • - FCO( FLOOR CLEAN OUT ) Dia.. - SCO( SIDE CLEAN OUT ) Dia.. - AVC( AIR VENT CAP ) Dia.. - Dia.. -

    1.3.4 P.V.C Class 13.5 , 8.5 - P.V.C Dia.. - 45 Dia.. - 90 Dia.. - Y 45 Dia.. - Y 45 Dia.. - TY 90 Dia.. - T Dia.. - Dia.. - FD(FLOOR DRAIN) Dia.. - P - TRAP Dia.. - SD( SIDE DRAIN) Dia.. - CO( CLEAN OUT ) Dia.. - FCO( FLOOR CLEAN OUT ) Dia.. - SCO(SIDE CLEAN OUT) Dia..

    28

    13

  • - -

    1.3.5 PB SDR Class 13.5- PB Dia.. - 45 Dia.. - 90 Dia.. - T Dia.. - Dia.. - Dia.. - 90 1 Dia.. - T 1 Dia.. - 1 Dia.. - 1 Dia.. - 2 Dia.. - Dia.. - STOP VALVE Dia.. - Dia.. - VALVE Dia.. - GATE VALE Dia.. -

    29

    14

  • 1.3.6 GS - P 2

    - GS - P Dia.. - 45 Dia.. - 90 Dia.. - T Dia.. - Dia.. - Dia.. - 90 1 Dia.. - T 1 Dia.. - 1 Dia.. - 1 Dia.. - 2 Dia.. - Dia.. - STOP VALVE Dia.. - VALVE Dia.. - GATE VALE Dia.. - AVC( AIR VENT CAP ) Dia.. - CHECK VALVE Dia.. - FLEXIBLE CONNECTION Dia.. - METER Dia..

    30

    15

  • - BOOSTER PUMP

    CAPACITY ...LPM.HIGHT.. M.MOTOR KW.SPEED ..RPM.

    - COLD WATER PUMP CAPACITY ...LPM.HIGHT.. M.MOTOR KW.SPEED ..RPM.

    - CONTROLLER - FOOT VALVE & STRAINER -

    1.3.7 GS - P 2 - GS - P Dia.. - 45 Dia.. - 90 Dia.. - T Dia.. - Dia.. - AVC( AIR VENT CAP ) Dia..

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    16

  • - Dia.. -

    1.3.8 GS - P 2- GS - P Dia.. - 45 Dia.. - 90 Dia.. - T Dia.. - Dia.. - Dia.. - SPRINGKLER Dia.. - SMC(SIAMESE CONNECTION) Dia - RMF( ROOF MAIN FOLD ) Dia - FHC( FIRE HOSE CABINET ) - AUTOMATIC AIR VENT Dia.. - END TEST LINE - FLOOR CONTROL VALVE - ALARM CHECK VALVE + ALARM GONG - GATE VALE Dia.. - CHECK VALVE Dia.. - FLEXIBLE CONNECTION Dia..

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    17

  • - FIRE PUMP

    CAPACITY ...LPM.HIGHT.. M.MOTOR KW.SPEED ..RPM.

    - JOCKEY PUMP CAPACITY ...LPM.HIGHT.. M.MOTOR KW.SPEED ..RPM.

    - FOOT VALVE & STRAINER Dia - AVC( AIR VENT CAP ) Dia - Dia. -

    1.3.9 GS - P 2- GS - P Dia.. - 45 Dia.. - 90 Dia.. - T Dia.. - Dia..

    33

    18

  • - Dia.. - Y 45 Dia.. - RD( ROOF DRAIN ) Dia.. - SD( SIDE DRAIN ) Dia.. - Dia.. - RFD( ROOF FLOOR DRAIN ) Dia. -

    1.3.10 1.3.11 1.3.12 1.3.13 SPRINKLER 1.3.14 SPRINKLER 1.3.15 SPRINKLER 1.3.16 CONTROLLER 1.3.17 FOOT VALVE & STRAINER Dia 1.3.18 PH 1.3.19 .. ../ 1.3.20 . 1.3.21

    - ..

    34

    19

  • 1.4 1.4.1 .. .

    () 1.4.2 ( ATS) 1.4.3

    - EMT Dia. - IMC Dia. - RSC Dia. - PVC () Dia.

    1.4.4 Wire way . X. 1.4.5 Cable ladder Dia. ...Cm. 1.4.6

    - 24 kV CV(XLPE Insulation)1C . s.q mm. - 33 kV CV(XLPE Insulation) . s.q mm. - VAF 300V 700C(PVC Insulation - sheathed) . s.q mm.

    - THW 750V 700C( Single core conductor Insulation wire and cable ) ... s.q mm.

    - NYY 750V 700C( PVC Insulated and double sheatedround type cable ) ... s.q mm.

    - Single core single insulated ... s.q mm.

    20

    35

  • 1.4.7 Aluminum Busduct / m

    - Feeder IP40 3f - 4W 227/480 V50%G - Feeder IP54 3f - 4W 227/480 V50%G - Plug-in IP40 3f - 4W 227/480 V50%G - Plug-in IP54 3f - 4W 227/480 V50%G - Plug-in circuit breaker - Fitting busway - Flanged End - Elbow Right Angle - Tab Box or Service Head - Tee - Unfused Reducer - Expansion FTG - One 3 XFMR Taps - End Closure - Wall / Floor Flange

    1.4.8 Lovoltage switchgear 1.4.9 Molded case circuit breaker

    - IC 18KA - IC 25KA

    21

    36

  • - IC 35KA - IC 50KA - IC 100KA - IC 650KA

    1.4.10 Circuit breaker/Long time, Short time, instantaneous w/Ground fault (Solid State trip)

    1.4.11 Air Circuit breaker/Long time, Short time, instantaneous w/Ground fault Fixed type100kA, 3P

    1.4.12 Automatic transfer switch (ATS) 1.4.13 Consumer Unit With 2P 10 kA .. 1.4.14 Load center main lug type 100A main lug 3 phase,

    4wire S/N 240/415Vac 1.4.15 225A main lug 3 phase 4wire S/N240/415Vac 1.4.16 Load center main breaker type

    - BAR 100A with main - BAR 225A with main

    1.4.17 Miniature circuit breakers- Plug on thermal magnetic type IC 5 kA - Plug on current limiting type IC 10 kA

    37

    22

  • 1.4.18 Earth leakage circuit breaker

    - Plug on thermal magnetic type IC 5 kA - Plug on current limiting type IC 10 kA

    1.4.19 - FLUORESCENT / - - ... - .. - . - Downlight Halogen . - Halogen . - Downlight Incandescent . - Downlight Compact fluorescent - . - - - Low bay - High bay - Floodlight (outdoor) .. - ()

    23

    38

  • 1.4.20

    - . . - .. .. - .. s.q mm. - PVC Dia.

    1.4.21 - . - . - Dia. - -

    1.4.22 ( Fire alarm control panel )- - - - - -

    1.4.23

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    24

  • 2.1 2.1.1

    - ( CELING , FLOOR MOUNT TYPE ) .. /

    - ( PACKAGE FLOOR STANDING TYPE ) .. /

    - ( WINDOW TYPE) .. /

    - (WALLTYPE) .. /

    - / / () .. /

    - ( WATER COOLED WATER CHILLER ).

    - ( AIR COOLED WATER CHILLER ) .

    25

    40

  • 2.1.2

    - Dia. - Dia. - ... - Dia. - ( CENTRIFUGAL FAN ) ...

    2.1.3 ( COOLING TOWER )...(US.GPM.)

    2.1.4 ( WATER PUMP ).. ( US. GPM.)

    2.1.5 ( ) .. ( CFM. )

    2.1.6 (AIR DUCT) .. ..

    2.1.7 (INSULATION) 1.5 / 1 ..

    26

    41

  • 2.1.8 (AIR GRILLE WITH

    VOLUME DAMPER) NECK SIZE 2.1.9 (RETURN AIR GRILLE ) 2.1.10 (EXHAUST AIR GRILLE ) 2.1.11 (FRGSH AIR GRILLE

    WITH INSECT SCREEN) . 2.1.12

    - Dia. - PVC Dia.

    2.1.13 - ( CHILLED WATER PIPE ) BLACK

    STEEL PIPE SCH. # 40 ( ASTM. A53 GRADE A ) Dia. Dia.

    2.1.14 ( CONDENSER WATER PIPE ) BLACK STEEL PIPE SCH .# 40( ASTM. A53 GRADE A ) Dia. Dia.

    27

    42

  • 2.1.15 ( PIPE INSULATION )

    FLEXIBLE ELASTOMERIC CLOSED CELLINSULATION Dia. .. Dia. ..

    2.1.16 . Dia. . Dia.

    2.1.17 2.1.18 2.1.19 2.1.20

    ....

    28

    43

  • 2.2 2.2.1

    ... .. . /

    2.2.2 ... ... . /

    2.2.3 - ... ... . /

    2.2.4 .. . . /

    2.2.5 2.2.6

    ........

    29

    44

  • 2.3 2.3.1 2.3.2 2.3.3 2.3.4 2.3.5

    30

    45

  • 3 33.1

    3.1.1 (Movable)- ... - ... - ..... - ..... - .. - .............. - ...... - ....

    3.1.2 (Build in)

    - .... - ... - .... - ......... - ...... - ...... - SINK .......

    46

    31

  • 3.1.3 (Asambly)3.1.3.1

    - .. - .. - EQUALIZING CROSS-OVER .. - DIGITAL MULTI EQUALIZER - .. - .. - - - . - - -

    3.1.3.2 - - .. - .. - -

    32

    47

  • - DISSOLVE .. - .... - - ...... -

    3.1.4 (Installation)3.1.4.1

    - .. - ....... - ... - .. - .. - ..

    3.1.4.2

    - ... - ... - ..... - ...

    48

    33

  • 3.1.5

    - ..- ... ..- ..- ..- ..- ..- ..-

    49

    34

  • 4 44.1

    4.1.1 - ... ..( ...) - ... ..() - ... Dia...(. 3) - ... ..( ...) - ... ..() - HDPE PN - 6.3 Dia. - ..( ...) - ..() - ..... - PH ... - .../. - PB SDR CLASS 13.5 Dia. - 45 Dia. - 90 Dia. - T Dia. - Dia. - 1 Dia. - Dia.

    50

    35

  • - SPRINKLER SPRAY Dia.. - SPRINKLER GEAR Dia.. - SPRINKLER QUICK Dia.. - SPRINKLER BIGGUN Dia.. - SOLENOID VALVE Dia.. - GATE VALVE Dia.. - VALVE BOX Dia.. - TIMER CONTROLLER SPRINKLER . - Y - STAINER Dia.. - FLEXIBLE CONNECTION Dia..

    4.1.2 - / . . . . . .

    - ... s.q mm. - ... s.q mm.

    51

    36

  • - Dia. -

    4.1.3 ,,,,, - - - ... - ... . ..- . ..- . ..- ... Dia. . - ... .. - ... .. - ...... ..- ... - ..- ..- ..- ..

    4.1.4 .

    52

    37

  • . 1. 1.1 . 3 ( ) .............3 1.2 ............... 2. 2.1 .3( ) ...3 2.2 ( 1:3:5) ..3 .......3 2.3 .3 - ..3 .......3 - ..3 .......3

    53

  • - ..3 .......3 - ..3 .......3 - ..3 .......3 2.4 ... ........2 30 % ........3 1 1 1 1 ........... 2.5 . - .. .. - ... .. - .. .. - ..

    54

  • 2.6 - ... - 30 1 2.6 () .........3 3. 3.1 ..3 ..3 - 1.00 . 1.50 . 2.00 . 6.00 . 1-1/2" x 3" 2" x 8" 2.00 . 8.00 . 50 - 50 . - - ... 2 3.2 6 .,10 4. 4.1 0.54 x 1.20 . 0.54 x 1.50 . 9 . 20 . 5 % 4.2 0.54 x 0.50 . 9 . 5 % ..

    55

  • 4.3 4.4 2 5. 5.1 ,..3 ..3 - 1.00 . 1.50 . 2.00 . 6.00 . 1-1/2" x 3" 2" x 8" 2.00 . 8.00 . 50 - 50 . 5.2 , 5.3 ... 2 6. ,,, 6.1 , , .. 6.2 , , .. 6.3 , .. 6.4 , , .. 6.5 , , ..

    56

  • 6.6 ,, .. 7. - 7.1 - .1-1, .1, .1 .. - - 7.2 - / 7.3 - 2 , 1-1/2 8. 8.1 , , 8.2 / , 8.3 .. 9.

    57

  • 1. 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 2. 2.1 PVC 1 : 75 2.2 PVC 1 : 75 2.3 ,, PB PVC 2.4 PVC 2.5 PVC 2.6 2.7 HDPE PN 63 2.8 3. 3.1 WATER PUMP 3.2 BOOTER PUMP 3.3 FLEXIBLE CONNECTION 3.4 MODULATING FLOAT VALVE 3.5 CHECK VALVE GATE VALVE 3.6 FOOT VALVE & STRAINER 3.7 METER

    58

  • 4. 4.1 FIRE PUMP 4.2 JACKEY PUMP 4.3 4.4 FLEXIBLE CONNECTION 4.5 CHECK VALVE GATE VALVE 4.6 FOOT VALVE & STRAINER 5. 5.1 5.2 , 5.3 30 % 50 20 / 5.4 10 % 5.5 5 % 6. 6.1 0.50 - 1.00

    0.70 - 1.00 FCO 0.50 - 1.00

    6.2 0.70 - 1.00 FD 0.50 - 1.00 FCO 0.50 - 1.00

    6.3 () 1.00 1.00 1.00 1.00 1.50 - 2.00

    6.4 () 2.50 - 3.00 1.50 - 2.00 2.00 - 2.50 2.00 - 2.50 2.50 - 3.00

    59

  • 6.5 3.00 - 4.00 1.50 - 2.00 1.50 - 2.00

    6.6 SPRINKLER 0.20 - 0.50 6.7 RFD RD 0.20 - 0.50

    60

  • . 1. 1.1 - - - - - - - -- 1.2 - - , - SINGLE LINE DIAGRAM, - RISER DIAGRAM - (LOAD SCHEDULE) - DETAIL - - - - 2. 2 2.1 - 2.2 - ( ) SINGLE LINE DIAGRAM INCOMING BOQ

    61

  • - (WIRE WAY) (CABLE TRAY) 4 3. 3.1 INCOMING - 5-10% (MDB) 220 V 1 380 V 3 HV INCOMING (HV SWITCHGEAR) - (INCOMING) 2 (OVERHEAD LINE) (UNDERGROUND LINE) 3.2 ( FEEDDER ) - 10-15 % MDB(MAIN DISTRIBUTION BOARD) SDB ( SUB DISTRIBUTION BOARD ) LC ( LOAD CENTER ) SINGLE LINE DIAGRAM RISER DIAGRAM SDB ( MDB ) SINGLELINE DIAGRAM,RISER DIAGRAM 3.3 ( BRANCH CIRCUIT ) - 1.20 3.00 3.00 - 1.20 = 1.80 15 - 20 % 2 3 6

    62

  • - 3 3.5 4. BREAKDOWN SHEET 4.1 - - , - IC 4.2 ( ,, ) SINGLE LINE DIAGRAM RISER DIAGRAM . - HV INCOMING : - LV INCOMING : MDB - LV MAIN FEEDER : MDB SDB, LC - LV BRANCHCIRCUIT : LOAD 4.3 4.3.1 0.30 x 1.20 ALUMINIUM REFLECTOR DIFFUSER 2 - 36 W . . REFLECTOR . . LOW POWER FACTOR HIGH POWER FACTOR LOW LOSS . CAPACITOR 1 / 2 / . FLUORESCENT HIGH LUMEN . STARTER RAPID START . 2

    63

  • 8 300 / 600 / 600 / 8 = 75 100 4.3.2 (MDB) SINGLE LINE DIAGRAM . SINGLE LINE DIAGRAM . MCB,CB FIXED DRAWOUT MOTOR OPERATE, MCB, CB SHUNT TRIP GROUND FAULT PROTECTION . (METERING) . BUSBAR SUPPORT . CAPACITOR BANK . 4.3.3 ( PANAL BORD OR LOAD CENTER ) . . BUSBAR . AT, AF, POLE IC MCB . AT, AF, POLE IC CB . (METERING) 5. 5.1 5.1.1 (MDF) . (,) . CONNECTOR (CONNECTION AND DIS CONNECTION MODULE) . LIGHTING ARRESTER . BACK MOUNT FRAME . LABEL AND LABEL HODER 5.1.2 (TB) . . CONNECTOR CONNECTION MODULE . BACK MOUNT FRAME . LABEL AND LABEL HODER 5.1.3 . RJ 11 RJ 45

    64

  • 5.1.4 (PABX) . ANALOG EXTENSION LINE ( ) . DIGITAL EXTENSION LINE ( ) . ANALOG TRUNK LINE ( ) . DIGITAL TRUNK LINE (DID) ) . OPERATOR CONSOLE ( ) . POWER SUPPLY AND BACK UP BATTERY . AUTO ATTENDANT AND VOICE MAIL . BILLING SYSTEM 5.2 5.2.1 - 5 - 10 % (MDF) () 5.2.2 - 5 - 10 % (MDF) (TB) TPEV 5.2.3 - (TB) 10 - 15 % TIEV UTP 6. 6.1 6.1.1 (FIRE ALARM CONTROL PANEL ; FCP) 6.1.2 GRAPHIC ANNUNCIATOR 6.1.3 SMOKE DETECTOR,HEAT DETECTOR,GAS DETECTOR 6.1.4 (MANUAL STATION) 6.2 - HARD WIRE (CLASS CLASS B)

    65

  • - MULTIPLEX 10 - 15 % 7. 8. (PRICE LIST) MAIN CB MDB 9. 9.1 , 9.2 10. BOQ INCOMING SINGLE LINE DIAGRAM RISER DIAGRAM

    66

  • . 1. - (AIR CONDITIONING SYSTEM) - (VENTILATION SYSTEM) - (CLEAN ROOM) - (PRECISION AIR CONDITIONING) - (COLD ROOM) - (STAIRCASE PRESSURE SYSTEM) - (BOILER AND HOTWATER SYSTEM) - (LPG GAS SYSTEM) - (MEDICAL GAS) - (INDUSTRIAL PIPING) - (HIGH PRESSURE GAS CO2, N2 GAS SYSTEM) - (ELEVATOR AND ESCALATOR) - (PNEUMATIC TUBE SYSTEM) - LPG - (AIR CONDITIONING SYSTEM) - (VENTILATION SYSTEM) - (ELEVATOR AND ESCALATOR) . - - - - (RISER DIAGRAM) -

    71

  • - - - - - - 2. 2.1 (SCALE) 2.2 2.3 10 % 2.4 2.4.1 (SPLIT SYSTEM) 2.4.2 (CHILLED WATER AIR COOLED SYSTEM) 2.4.3 - (PRECISION AIR CONDITIONING) - (CLEEN ROOM) 2.4.4 (COLD ROOM) 2.4.5 (VENTILATION SYSTEM) - (CHILLED WATER STORAGE) - (ICE STORAGE)

    72

  • 2 1 - (CHILLER) - (COOLING TOWER) - / - - - (SOFTENER) - (EXPANTION TANK) - (VALVE ) - (ELECTRICAL SWITCH GEAR) - 2 - , - - - - - 2.5 2.5.1 (CRANE AND HOIST) 2.5.2 (ELEVATOR AND ESCALATOR) 2.5.3 (CONSTRUCTION LIFT) 2.5.4 (CONVEYER) 2.5.5 2.5.6 LPG 2.5.7 2.5.8 2.5.9

    73

  • 2.5.10 2.5.11 (HYDRAULIC SYSTEM) 2.5.12 2.5.13 (PUMPING STATION) 2.5.14 2 1 - 2 - I-BEAM - C-CHANEL - - 3. 3.1 ( 1) 2 - - 3.2

    74

  • 3.3 ( CHECKED FIGURE ) 2,000 / 4 3.4 3.5 MAN HOUR, MAN DAY, MAN MONTH /, / / / / 4. - - , - - () - () - () - ()

    75

  • 1 1.1 , 3 10,000 3 10,000 3 23 10,000 23 Tower Crane ( Not Cost ) ( ) 4 1. 1.1 ) (PERFORMANCE BOND) 1.2 ) 2 1.3 ) 1.4 ) 2. , 2.1 ) , SHOP DRAWING AS-BUILT DRAWING 2.2 ) 2.3 ) 2.4 ) ,,, 2.5 ) ,,, 2.6 ) ,,, 2.7 ) , 3. 3.1 ) 4. 4.1 ) ()

    80

  • 15 3 1/4 6 () I = (%) T = () D = () a = (%) i = (%) r = (%) I = i/12*[r/100+(T+(D-1)*a/100-(a+r)/100*(T+1)/2-(D-1)] 3 ( . ) ( ) ( ) (MLR) .( 1 ) 1

    (Financial profit) 3 - 6

    81

  • ()

  • 2 () () ,, , , TOWER CRANE BENCH MARK ,

    82

  • 1

    1.1 1.2 1.3 BENCH MARK 1.4 1.5 1.6 C.P.M1.7 1.8 1.9

    1.10 TOWER CRANE 1.11 1.12 31.13

    ()

    83

    2 ()

    38

  • ()

  • 1. 30 % 2. 2.1 25 % 2.2 30 % 2.3 35 % 2.4 25 % 3. 3.1 1" 1 1 3.2 30 % 3.3 3.1.1 1 / 1 3.1.2 1 / 3.4 0.25 / 1 4. 4.1 20 % 80 % 4.2 2 30 % 70 % 4.3 3 40 % 60 % 4.4 4 50 % 50 % 5. .- - Dia 6 . 5 % Dia 9 . 7 % Dia 12 . 9 % Dia 15 . 11 % Dia 19 . 13 % Dia 25 . 15 % Dia 28 . 15 % Dia 32 . 15 %

    84

  • - Dia 9.5 . 7 % Dia 12 . 9 % Dia 16 . 11 % Dia 20 . 11 % Dia 22 . 15 % Dia 25 . 15 % Dia 28 . 15 % Dia 32 . 15 % 6. 30 ./ . 1 7. 7.1 0.20 ./.. 7.2 7.2.1 0.20 ./.. 7.2.2 0.20 ./.. 7.2.3 0.25 ./.. 7.2.4 0.30 ./.. 8. 8.1 1:3:5 () - 243 7 % 260 . - 0.55 15 % 0.63 .. - 1-2 0.92 12 % 1.03 .. - 180 - % 180 8.2 1:2:4 - 320 7 % 342 . - 0.50 13 % 0.56 .. - 1-2 0.97 12 % 1.09 .. - 180 - % 180 8.3 8.3.1 . 1 ( STRENGTH 180 ./..) - 284 7 % 304 . - 0.38 13 % 0.43 .. - 1-2 0.88 12 % 0.98 .. - 180 - % 180

    85

  • 8.3.2 . 2 ( STRENGTH 240 ./..) - 314 7 % 336 . - 0.53 13 % 0.60 .. - 1-2 0.97 12 % 1.09 .. - 180 - % 180 8.3.3 . 3 ( STRENGTH 300 ./..) - 343 7 % 367 . - 0.58 13 % 0.66 .. - 1-2 0.82 12 % 0.92 .. - 180 - % 180 8.3.4 . 4 ( STRENGTH 350 ./..) - 392 7 % 420 . - 0.44 13 % 0.50 .. - 1-2 0.87 12 % 0.98 .. - 180 - % 180 1 .. 180 9. ( 1-2 .) 9.1 ( 1 ) - () 115 20 % 138 - 13.45 19 % 16.00 . - 8.65 19 % 10.29 . - 0.046 10 % 0.05 .. - 10 - % 10 9.2 ( 1 ) - () 230 20 % 276 - 28.57 19 % 34.00 . - 17.30 19 % 20.59 . - 0.11 10 % 0.12 .. - 20 - % 20 9.3 0.07 x 0.19 x 0.39 . ( 1 ) - 12.50 4 % 13 - 5.67 19 % 6.75 . - 3.25 19 % 3.87 . - 0.028 10 % 0.03 .. - 5 - % 5

    86

  • 9.4 0.09 x 0.19 x 0.39 . ( 1 ) - 12.50 4 % 13 - 7.96 19 % 9.47 . - 4.56 19 % 5.43 . - 0.037 10 % 0.04 .. - 5 - % 5 9.5 0.09 x 0.19 x 0.39 . ( 1 ) - 12.50 4 % 13 - 7.96 19 % 9.47 . - 4.56 19 % 5.43 . - 0.037 10 % 0.04 .. - 5 - % 5 10. 1: 3 10.1 /1 ( 3 .) - 18.20 10 % 20.02 . - 0.090 18 % 0.11 .. - 6 - % 6 10.2 /1 ( 3 .) - 18.20 10 % 15.40 . - 0.090 18 % 0.11 .. - 6 - % 6 10.3 /1 ( 1.5 .) - 10.95 10 % 12.05 . - 0.034 18 % 0.04 .. - 3 - % 3 10.4 /1 ( 1.5 .) - 10.95 10 % 12.05 . - 0.034 18 % 0.04 .. - 3 - % 3 11. 11.1 /1 ( 1.5 .) - 10.95 10 % 12.05 . - 7.00 10 % 7.70 .. - 0.034 18 % 0.04 .. - 3 - % 3

    87

  • 11.2 /1 ( 1.5 .) - 16.30 10 % 18.00 . - 7.00 10 % 7.70 .. - 0.034 18 % 0.04 .. - 3 - % 3 11.3 /1 ( 3 .) - 19.56 10 % 21.51 . - 0.096 18 % 0.11 .. - 6 - % 6 11.4 /1 () - 6.30 10 % 6.93 . - 0.034 18 % 0.04 .. - 18.65 18 % 22.00 . - 0.50 - % 0.50 - 5 - % 5 11.3 /1 () - 6.30 10 % 6.93 . - 0.050 18 % 0.06 .. - .? 22.000 18 % 25.96 . - 0.50 - % 0.50 . - 6 - % 6 - 0.03 - % 0.03 . 12. /1 () 12.1 1/2" x 6" 1-1/2" x 3" @ 0.50 . C/C - 0.725 .. - 0.25 .. - 0.15 . 12.2 2 1-1/2" x 3" @ 0.40 x 0.60 . C/C - 2 .. - 0.48 .. - 0.20 . 12.3 1/2" 1-1/2" x 3" @ 0.40 . C/C - 0.55 .. - 0.25 .. - 0.30 . 12.4 1" /1 - 1.15 ..

    88

  • 1. 1.1 SR - 24 - Dia 6 . 0.222 ./. - Dia 9 . 0.499 ./. - Dia 12 . 0.888 ./. - Dia 15 . 1.390 ./. - Dia 19 . 2.230 ./. - Dia 25 . 3.850 ./. - Dia 28 . 4.830 ./. 1.2 SD - 30 SD - 40 - Dia 12 . 0.888 ./. - Dia 16 . 1.580 ./. - Dia 20 . 2.470 ./. - Dia 25 . 3.850 ./. - Dia 28 . 4.830 ./. 1.3 30 ./. 1 2. 2.1 (I - BEAM) - 100 x 75 x 5 x 8 . 12.90 ./. - 125 x 75 x 5.5 x 9.5 . 16.10 ./. - 150 x 75 x 5.5 x 9.5 . 17.10 ./. - 150 x 125 x 8.5 x 14 . 36.20 ./. - 180 x 100 x 6 x 10 . 23.60 ./. - 200 x 100 x 7 x 10 . 26.00 ./. - 200 x 150 x 9 x 10 . 50.40 ./. - 250 x 125 x 7.5 x 12.5 . 38.30 ./. - 250 x 125 x 10 x 19 . 55.50 ./. - 300 x 150 x 8 x 13 . 48.30 ./. - 300 x 150 x 9 x 15 . 58.50 ./. - 300 x 150 x 12 x 24 . 87.20 ./. - 400 x 150 x 10 x 18 . 72.00 ./.

    89

  • 2.2 (CHANNELS) - 75 x 40 x 5 x 7 . 6.92 ./. - 100 x 50 x 5 x 7.5 . 9.36 ./. - 125 x 65 x 6 x 8 . 18.60 ./. - 150 x 75 x 6.5 x 10 . 18.60 ./. - 150 x 75 x 9 x 12.50 . 24.00 ./. - 200 x 80 x 7.5 x 11 . 24.60 ./. - 200 x 90 x 8 x 13.50 . 30.30 ./. - 250 x 90 x 9 x 13 . 34.60 ./. - 250 x 90 x 11 x 14.50 . 40.20 ./. - 300 x 90 x 9 x 13 . 38.10 ./. - 300 x 90 x 10 x 15.50 . 43.80 ./. 2.3 (EQUAL ANGLES) - 25 x 25 x 3 . 1.12 ./. - 30 x 30 x 3 . 1.36 ./. - 40 x 40 x 3 . 1.83 ./. - 40 x 40 x 5 . 2.95 ./. - 50 x 50 x 4 . 3.06 ./. - 50 x 50 x 6 . 4.43 ./. - 40 x 40 x 3 . 1.83 ./. - 40 x 40 x 5 . 2.95 ./. - 65 x 65 x 6 . 5.91 ./. - 75 x 75 x 6 . 6.85 ./. - 90 x 90 x 7 . 9.59 ./. - 100 x 100 x 7 . 10.70 ./. - 100 x 100 x 10 . 14.90 ./. - 130 x 130 x 12 . 23.40 ./. - 130 x 130 x 15 . 28.80 ./. - 150 x 150 x 12 . 27.30 ./. - 150 x 150 x 15 . 33.60 ./. 2.4 (LIGHT LIP CHANNELS) - 75 x 45 x 15 x 2.3 . 3.25 ./. - 100 x 50 x 20 x 1.6 . 2.88 ./. - 100 x 50 x 20 x 2.3 . 4.06 ./.

    90

  • - 100 x 50 x 20 x 3.2 . 5.50 ./. - 125 x 50 x 20 x 3.2 . 6.13 ./. - 150 x 50 x 20 x 3.2 . 6.76 ./. 2.5 (LIGHT SQUARE PIPES) - 50 x 50 x 1.6 . 2.38 ./. - 50 x 50 x 2.3 . 3.34 ./. - 75 x 75 x 2.3 . 5.14 ./. - 75 x 75 x 3.2 . 7.01 ./. - 100 x 100 x 2.3 . 6.95 ./. - 100 x 100 x 3.2 . 9.52 ./. - 100 x 50 x 2.3 . 5.14 ./. - 150 x 50 x 3.2 . 7.01 ./. -----------------------------------------------

    91

  • 3/ 1 . 3/1 .

    1/2 x 1 0.0114 1 x 1 0.02281/2 x 1-1/2 0.0171 1 x 1-1/2 0.0342

    1/2 x 2 0.0228 1 x 2 0.04561/2 x 3 0.0342 1 x 2 -1/2 0.05701/2 x 4 0.0456 1 x 3 0.06841/2 x 5 0.0570 1 x 4 0.09121/2 x 6 0.0684 1 x 5 0.11401/2 x 8 0.0912 1 x 6 0.13683/4 x 1 0.0171 1 x 7 0.1595

    3/4 x 1-1/2 0.0256 1 x 8 0.18243/4 x 2 0.0342 1 x 10 0.22803/4 x 3 0.0513 1 x 12 0.27363/4 x 4 0.0684 1-1/4 x 3 0.08553/4 x 5 0.0855 1-1/4 x 4 0.11393/4 x 6 0.1026 1-1/4 x 5 0.14253/4 x 8 0.1368 1-1/4 x 6 0.1709

    1-1/2 x 1-1/2 0.0513 2 -1/2 x 4 0.22801-1/2 x 3 0.1026 2 -1/2 x 5 0.28501-1/2 x 4 0.1386 2 -1/2 x 6 0.34201-1/2 x 5 0.1710 2 -1/2 x 8 0.45601-1/2 x 6 0.2052 2 -1/2 x 10 0.57001-1/2 x 8 0.2736 3 x 3 0.20521-1/2 x 10 0.3420 3 x 4 0.27361-1/2 x 12 0.4104 3 x 5 0.3420

    2 x 2 0.0912 3 x 6 0.41042 x 3 0.1368 3 x 8 0.54722 x 4 0.1824 4 x 4 0.36482 x 5 0.2280 5 x 5 0.57002 x 6 0.2736 6 x 6 0.82082 x 8 0.3648 8 x 8 1.45922 x 10 0.4560 10 x 10 2.28002 x 12 0.5472 12 x 12 3.2832

    92

  • 1

    1.1 1 3 2.5 - 31.2 1 3 3 - 41.3 1 2 50 - 60

    2 2.1 dir 4" x 6" 1 45 - 60 2.2 dir 4" x 4.00 . 6 75 - 90 2.3 dir 5" x 5.00 . 6 45 - 60 2.4 dir 6" x 6.00 . 8 25 - 40 2.5 6 - 12 . 6 20 - 40 2.6 21 . 6 4 - 8

    3 3.1 3 3 1 - 43.2 6 3 15 - 203.3 2 3 1.5 - 2 3.4 2 3 1 - 1.5 3.5 8 -10 . 4 2 20 - 30 1 33.6 2 2 6 - 8 1 33.7 2 2 7 - 93.8 2 2 8 - 103.9 2 2 7 - 93.10 2 2 6 - 83.11 3 - 5 . 2 2 10 - 123.12 12" x 12" 2 2 4 - 53.13 8" x 8" 2 2 4 - 63.14 4" x 4" 2 2 3 - 53.15 4" x 4" 2 2 3 - 53.16 2 2 4 - 63.17 2 2 3 - 5

    4 4.1 5" 5 - 6 . 5 15 - 20 1 1 3

    /(8 .)

    94

  • 4.2 1 2 4 - 64.3 6 2 25 - 30 1 1 44.4 () 6 2 15 - 20 1 1 44.5 2 2 60 - 80 1 14.6 2 2 40 - 50 1 14.7 2 2 5 - 6 1 14.8 3 2 8 - 10 1 1 14.9 () 1 2 - 34.10 2 6 - 8 1 14.11 2 3 - 4 1 14.12 () 1 1 - 24.13 () 2 3 - 4 1 14.14 2 6 - 8 1 14.15 1 2 6 - 8

    5 5.1 9 - 12 . 2 . 200 - 240 1 15.2 12 . 2 . 220 - 260 1 1

    6 6.1 1 2 1 2 15 - 206.2 1 2 10 - 15

    7 7.1 1 2 - 37.2 1 2 - 3

    8 8.1 ( ) 1 3 1.5 - 28.2 2 . 250 - 3008.3 dir 0.80 . 2 6 - 8

    95

    /(8 .)

  • () . .9041-.9052 , .44008 , .6.1019-115, E -423128, M.4354 .4 23 19 ..2544

    / FACTOR F

    /

    1 5,931,154 1.26280 7,489,861 2 3 4

    0.00% 0.00% 7.00%. 7.00%

    7,489,861 7,489,000 **() ( ) 581 12,890 /

    ................................................... (..)

    ............................................... (..)

    ............................................ (..)

    130

  • Factor FA = B = C =

    E = Factor F

    Factor F

    Factor F = D - ((( D-E ) * ( A-

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    1 1.1 - () - - - - - - - 2 15,000 30,000 - - 30,000 - 0.20 x 0.22 x 18.00 . 41 3,630 148,830 - - 148,830 - 41 - - 900 36,900 36,900 - 41 - - 100 4,100 4,100 - 75 .. - - 67 5,025 5,025 - 3 .. 250 750 39 117 867 - 1: 3: 5 2 .. 1,820 3,640 288 576 4,216 - .2 15 .. 2,050 30,750 289 4,335 35,085 - 70 .. 315 22,050 - - 22,050 - 100 .. - - 87 8,700 8,700 - 21 .. 285 5,985 - - 5,985 - 20 . 15 300 - - 300 - Dia 25 . 361 . 9.57 3,455 2.31 834 4,289 - Dia 16 . 593 . 9.57 5,675 2.31 1,370 7,045 - Dia 12 . 515 . 9.90 5,099 2.31 1,190 6,289 - Dia 9 . 144 . 10.40 1,498 2.31 333 1,831

    321,512

    131

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    321,512 - Dia 6 . 105 . 11.06 1,161 2.31 243 1,404 - 34 . 15 510 - - 510

    - - - - - - 1.2 - - - - - - - .2 200 .. 2,050 410,000 289 57,800 467,800 - 1,385 .. 315 436,275 - - 436,275 - 1,978 .. - - 87 172,086 172,086 - 416 .. 285 118,560 - - 118,560 - 396 . 15 5,940 - - 5,940 - 740 30 22,200 - - 22,200 - Dia 25 . 9,321 . 9.57 89,202 2.31 21,532 110,734 - Dia 20 . 2,602 . 9.57 24,901 2.31 6,011 30,912 - Dia 16 . 3,648 . 9.57 34,911 2.31 8,427 43,338 - Dia 12 . 925 . 9.90 9,158 2.31 2,137 11,295 - Dia 9 . 8,462 . 10.40 88,005 2.31 19,547 107,552 - Dia 6 . 824 . 11.06 9,113 2.31 1,903 11,016 - 516 . 15 7,740 - - 7,740

    1,868,874

    132

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    1,868,874 1.3 - - - - - - - [ 150 x 75 x 20 x 3.2 . 3,145 . 14 44,030 7 22,015 66,045 - [ 125 x 50 x 20 x 3.2 . 1,675 . 14 23,450 7 11,725 35,175 - SAG ROD 9 . 71 . 10.40 738 7 497 1,235 - BASE PLATE 200 x 25 x 9 . 78 . 14 1,092 7 546 1,638 - 9 . 9 . 10.40 94 7 63 157 - 75 x 300 x 6 . 23 . 14 322 7 161 483 - 553 . 40 22,120 34 18,802 40,922

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

    2,014,529

    133

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    2,014,529 2 - - - - - -

    2.1 - - - - - - - 0.50 x 1.20 . 1,430 48 68,640 - - 68,640 - 148 62 9,176 - - 9,176 - ... 53 . 240 12,720 - - 12,720 - () 18 31 . 300 9,300 30 930 10,230 - 1 1/2" x 8" + 1" x6" 178 . 280 49,840 27 4,806 54,646 - 613 .. - - 17 10,421 10,421 - 613 .. 85 52,105 15 9,195 61,300 - 1,726 2 3,452 - - 3,452

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

    2,245,114

    134

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    2,245,114 2.2 - - - - - - - 9 . 414 .. 245 101,430 - - 101,430 - - - - - - - 9 . 39 .. 260 10,140 - - 10,140 - - - - - - - 346 .. 230 79,580 - - 79,580 - - - - - -

    - - - - - - - - - - - -

    2.3 - - - - - - - 573 .. 126 72,198 52 29,796 101,994 - 80 .. 255 20,400 79 6,320 26,720 - ... 439 . 120 52,680 - - 52,680 - 8" x 8" 111 .. 267 29,637 101 11,211 40,848 - 1,108 .. 34 37,672 39 43,212 80,884 - 230 .. 34 7,820 46 10,580 18,400

    - - - - - - 2,757,790

    135

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    2,757,790 2.4 - - - - - - - 440 .. 320 140,800 91 40,040 180,840 - 8" x 8" 39 .. 227 8,853 91 3,549 12,402 - 90 .. - - 32 2,880 2,880 - 97 .. 50 4,850 32 3,104 7,954 - 241 . 120 28,920 - - 28,920

    - - - - - - - - - - - -

    2.5 - - - - - - - - D.1 2 18,016 36,032 - - 36,032 - D.2 2 4,286 8,572 - - 8,572 - D.3 7 3,521 24,647 - - 24,647 - D.4 1 6,900 6,900 - - 6,900 - D.5 4 17,043 68,172 - - 68,172 - D.6 5 8,843 44,215 - - 44,215 - D.7 1 8,747 8,747 - - 8,747

    - - - - - - 3,188,071

    136

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,188,071 - W.1 19 7,907 150,233 - - 150,233 - W.1' 1 3,953 3,953 - - 3,953 - W.2 6 7,907 47,442 - - 47,442 - W.3 2 9,687 19,374 - - 19,374 - W.4 1 10,476 10,476 - - 10,476 - W.5 2 3,369 6,738 - - 6,738 - W.5' 1 1,123 1,123 - - 1,123 - W.6 6 5,436 32,616 - - 32,616

    - - - - - - 2.6 - - - - - - - 3 4,510 13,530 261 783 14,313 - 3 3,550 10,650 261 783 11,433 - 4 6,550 26,200 261 1,044 27,244 - 5 2,100 10,500 261 1,305 11,805 - 6 340 2,040 51 306 2,346 - 58 .. 120 6,960 - - 6,960 - 5 . 850 4,250 - - 4,250

    3,538,377

    137

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,538,377 - 6 8,500 51,000 - - 51,000 - 2 120 240 25 50 290 - 7 130 910 25 175 1,085 - 1 330 330 35 35 365

    - - - - - - 2.7 - - - - - - - 64 . 350 22,400 - - 22,400 - PVC. 59 . 360 21,240 - - 21,240 - 34 . 120 4,080 - - 4,080 - 3" 11 . 120 1,320 - - 1,320

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

    3,640,157

    138

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,640,157 2.8 - - - - - - - ... 7 . 1,200 8,400 - - 8,400 - 8 . 850 6,800 - - 6,800 - 81 . 850 68,850 - - 68,850 - 65 . 90 5,850 - - 5,850 - 81 . 120 9,720 - - 9,720 - 1 8,700 8,700 - - 8,700 - 1 15,000 15,000 - - 15,000

    - - - - - - - - - - - -

    2.9 - - - - - - - 2,137 .. 25 53,425 34 72,658 126,083 - 54 .. 30 1,620 34 1,836 3,456 - 151 .. 35 5,285 34 5,134 10,419

    - - - - - - - - - - - - - - - - - -

    3,903,435

    139

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,903,435 3 - - - - - -

    3.1 PVC CLASS 8.5 - - - - - - - Dia. 4" 48 . 170 8,160 55 2,640 10,800

    - Dia. 3" 4 . 105 420 35 140 560 - Dia. 2" 8 . 50 400 25 200 600

    45 - - - - - - - Dia. 4" 15 75 1,125 25 375 1,500 - Dia. 3" 1 30 30 20 20 50 - Dia. 2" 2 10 20 20 40 60

    90 - - - - - - - Dia. 4" 5 75 375 25 125 500 - Dia. 3" 1 35 35 20 20 55 - Dia. 2" 5 15 75 20 100 175

    Y 45 - - - - - - - Dia. 4" 10 160 1,600 50 500 2,100

    - Dia. 4"x 3" 1 165 165 50 50 215 - Dia. 4"x 2" 1 140 140 45 45 185

    3,920,235

    140

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,920,235 - Dia. 3"x 2" 2 105 210 35 70 280 TY 90 - - - - - -

    - Dia. 2" 3 35 105 20 60 165 T - - - - - -

    - Dia. 4"x 2" 3 105 315 35 105 420 - - - - - -

    - Dia. 4"x 2" 2 40 80 20 40 120 - Dia. 2"x 1-1/2" 3 15 45 20 60 105

    FCO - - - - - - - Dia. 4" 3 450 1,350 135 405 1,755

    - Dia. 4" 1 375 375 115 115 490 SCO - - - - - -

    - Dia. 6" 2 550 1,100 165 330 1,430 - - - - - -

    - Dia. 4" 3 1,000 3,000 300 900 3,900 1 LOT - - - - 2,600

    1 LOT - - - - 1,400- - - - - -

    3,932,900

    141

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,932,9003.2 PVC CLASS 8.5 - - - - - -

    - Dia. 3" 44 . 105 4,620 35 1,540 6,160 - Dia. 2" 20 . 50 1,000 25 500 1,500

    45 - - - - - - - Dia. 3" 15 30 450 20 300 750

    - Dia. 2" 15 10 150 20 300 450 90 - - - - - -

    - Dia. 3" 5 35 175 20 100 275 - Dia. 2" 5 15 75 20 100 175

    Y 45 - - - - - - - Dia. 3" 5 85 425 30 150 575

    - Dia. 3"x 2" 15 105 1,575 35 525 2,100 TY 90 - - - - - -

    - Dia. 2" 5 35 175 20 100 275 - - - - - - - Dia. 3" x 2" 1 25 25 20 20 45

    - Dia. 2" x 1-1/2" 5 15 75 20 100 175 - - - - - -

    3,945,380

    142

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,945,380 FD - - - - - -

    - Dia. 2" 6 290 1,740 90 540 2,280 P-TRAP

    - Dia. 2" 6 150 900 45 270 1,170FCO - - - - - - - Dia. 3" 5 375 1,875 115 575 2,450SCO - - - - - - - Dia. 3" 2 350 700 105 210 910 - - - - - - - Dia. 3" 3 750 2,250 225 675 2,925 1 LOT - - - - 2,300 1 LOT - - - - 1,300

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

    3,958,715

    143

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,958,7153.3 GS-P 2 - - - - - -

    - Dia. 1-1/2" 66 . 85 5,610 30 1,980 7,590 - Dia. 1" 78 . 55 4,290 25 1,950 6,240 - Dia. 3/4" 30 . 40 1,200 20 600 1,800

    90 - - - - - - - Dia. 1-1/2" 20 35 700 20 400 1,100 - Dia. 1" 30 20 600 20 600 1,200

    - Dia. 3/4" 30 15 450 20 600 1,050 T - - - - - - - Dia. 1-1/2" 5 45 225 20 100 325 - Dia. 1-1/2" x 1" 10 55 550 25 250 800 - Dia. 1" x 3/4" 5 25 125 20 100 225

    - Dia. 1" 10 30 300 20 200 500 - Dia. 3/4" 5 15 75 20 100 175 - - - - - - - Dia. 1-1/2" x 3/4" 2 25 50 20 40 90

    - Dia. 1" x 3/4" 5 15 75 20 100 175 2 - - - - - -

    3,979,985

    144

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    3,979,985 - Dia. 3/4" 20 10 200 20 400 600

    STOP VALVE - - - - - - - Dia. 3/4" 20 200 4,000 60 1,200 5,200

    - - - - - - - Dia. 3/4" 4 350 1,400 50 200 1,600

    - - - - - - - Dia. 1-1/2" 1 15 15 20 20 35 - Dia. 1" 1 10 10 20 20 30 GATE VALVE - - - - - -

    - Dia. 1-1/2" 3 1,200 3,600 150 450 4,050 - Dia. 1" 1 600 600 100 100 700

    CHECK VALVE - - - - - - - Dia. 1-1/2" 1 1,000 1,000 150 150 1,150

    MODULATING FLOAT VALVE - - - - - - - Dia. 1-1/2" 1 17,500 17,500 150 150 17,650

    -HOME PUMP 27 / 1 10,000 10,000 2,500 2,500 12,500 12 . 250 W - - - - - -

    - - - - - - 4,023,500

    145

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    4,023,500 METER - - - - - - - Dia. 1" 1 15,000 - - - 15,000 1 LOT - - - - 7,900 1 LOT - - - - 4,300

    3.4 PVC CLASS 8.5 - - - - - - - Dia. 2" 56 . 50 2,800 25 1,400 4,200

    - Dia. 1-1/2" 20 . 35 700 20 400 1,100 45 - - - - - -

    - Dia. 2" 4 10 40 20 80 120 90 - - - - - -

    - Dia. 2" 20 15 300 20 400 700 - Dia. 1-1/2" 10 10 100 20 200 300

    Y 45 - - - - - - - Dia. 2" 4 35 140 20 80 220

    T - - - - - - - Dia. 2" 5 15 75 20 100 175 - Dia. 2" x 1 1/2" 5 25 125 20 100 225 - Dia. 1 1/2" 5 10 50 20 100 150

    4,057,890

    146

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    4,057,890 AVC - - - - - - - Dia. 2" 2 370 740 110 220 960 - - - - - 600 - Dia. 2" 2 500 1,000 150 300 1,300 1 LOT - - - - 1,000

    1 LOT - - - - 6003.5 GS - P 2 - - - - - -

    - Dia. 4" 18 . 280 5,040 85 1,530 6,570 - Dia. 3" 66 . 190 12,540 60 3,960 16,500 - Dia. 2" 6 . 115 690 35 210 900

    45 - - - - - - - Dia. 4" 4 280 1,120 85 340 1,460 - Dia. 3" 14 165 2,310 50 700 3,010

    90 - - - - - - - Dia. 4" 4 250 1,000 75 300 1,300 - Dia. 3" 14 140 1,960 45 630 2,590

    Y 45 - - - - - - - Dia. 4" x 3" 2 270 540 80 160 700

    4,095,380

    147

  • () .4 .9041-.9052 , .44008 , .6.1019-115, 19 ..2544

    4,095,380- - - - - -

    RD - - - - - - - Dia. 4" 2 400 800 120 240 1,040 - Dia. 3" 8 390 3,120 120 960 4,080

    - - - - - -