NAVI MUMBAI MUNICIPAL CORPORATION Plot No.1& 2, Sect.15A, C.B.D., Belapur, Navi Mumbai
TENDER CITY ENGINEER DEPARTMENT
NMMC / CITY ENGINEER / E.P.C. / 209 /2020-21
Volume – III
Tender Drawings
For
“Construction of Flyover from Mahatma Phule Junction Sector-17, Vashi to Kopri Bridge, Vashi, Navi Mumbai”
On
Engineering, Procurement & Construction (EPC) Mode
Navi Mumbai Municipal Corporation (NMMC) Plot No. 1 & 2, Sector 15A, CBD Belapur, Navi Mumbai. 01/02/2021 THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. (Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) CONSULTING ENGINEERS: 1401, Rupa Sapphire, Plot no. 12, Sector-18, E-mail: [email protected] Website: www.tpf.eu Opposite Sanpada Railway Station, Sion - Panvel Highway, TPF ENGINEERING PVT. LTD. Tel: Vashi, Navi Mumbai - 400705 +912269063300 to 3330 JOB NO.: DESIGNED DRAWN DATE CHECKED CHECKED APPROVED NMMC-PB-1 19-01-2021 AAB SRB MA MA PH AS SHOWN SIGN SCALE REV. NO. 1 DATE OF ISSUE REVISION DETAILS DRAWN DES. CHKD. APRD. CLIENT: MUMBAI, MAHARASHTRA MUNICIPAL CORPORATION IN NAVI MAHARASHTRA 400614. BEACH RD, CBD BELAPUR, NAVI MUMBAI, ADDRESS: 15 A, PLOT, SECTOR, 1, 2, PALM N OF T - 00 DRG. NO.: PROJECT: TITLE: DRAWING LIST PALM BEACH ROAD ON EPC MODE. (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION REV. BELAPUR THANE
Road
Koparkhairane
SAINATH RAGHO SAINATH
BHAGAT MARG BHAGAT
VASHI
SEC-28
ROAD FROM BLUE DIAMOND HOTEL DIAMOND BLUE FROM ROAD ROAD TO BLUE DIAMOND HOTEL DIAMOND BLUE TO ROAD
BABAN PARSHURAM MARG SECTOR
SECTOR 15 FLYOVER OF END
0+900 14 VASHI
0+850 0+950
1+000
1+050 1+100
0+800 1+150
VASHI 1+200
1+250
1+300
1+350
1+400
1+450 1+500
0+750 1+550 SECTOR
1+600
1+650
1+700
1+750
1+800
1+850 1+900
29 VASHI1+950
2+000 NALLA
0+700 NALLA 2+050
2+100
2+150 NALLA 2+200 PIPE LINE
SECTOR 17 2+250
PIPE LINE NALLA 2+300
NALLA
PIPE LINE 0+650 NALLA 2+350 KOPARKHAIRANE
PIPE LINE NALLA
NALLA NALLA
TO VASHI MODERN NALLA SECTOR PIPE LINE NALLA 0+600 2+400 PIPE LINE 3.1000 NALLA DEPOT ROAD PIPE LINE COLLEGE PIPE LINE 28 VASHI SECTOR 11
0+550
NALLA 2+450
SPAN 2+464
OBLIGATORY
PLAZA
0+500 SATRA TO SPAN
START OF FLYOVER OBLIGATORY SPAN CH. 0+080 0+450 OBLIGATORY SECTOR 19C KOPARI ARENJA PIPE LINE TOWARDS SION JUNCTION HANUMAN MANDIR ROAD CORNER0+400 OBLIGATORY SECTOR TRUCK TERMINAL ST.SPAN FLYOVER NALLA MEDIAN TO BE CLOSED PALM BEACH
0+350 19D VASHI SECTOR 19E VASHI KOPARI
GALLARIA MALL VILLAGE 0+300
PIPE LINE OBLIGATORY MARKET SPAN JUNCTION APMC 0+250
SECTOR 17 A-0+000 VASHI NALLA START OF DOWN RAMP SECTOR
0+200 A-0+050 26 VASHI
0+150 MEDIAN TO BE CLOSED A-0+100
0+100 TOWARD THANE A-0+150 A-0+250
0+050 DOWN RAMP A-0+200
0+000 A-0+300
TO TURBHE ROAD -0+040
MAHATMA -0+060 OBLIGATORY Pawane Flyover
UNDERPASS NALLA A-0+350 PHULE CHOWK RAMP DOWN OF END
28.6658
A-0+400 TRUCK TERMINAL A-0+423 LIFTING OF THE JUNCTION BY 0.5M
NALLA INORBIT MALL A-0+436 SION PANVEL HIGHWAY
PIPE LINE NALLA
RAILWAY BOUNDARY
RAILWAY BOUNDARY SECTOR MEDIAN TO BE CLOSED 18 VASHI
HAWARE FANTASIA BUSINESS PARK,
TOWARDS PANVEL
TOWARDS BELAPUR
HARBOUR LINE
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
NOTES :- 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES, UNLESS WRITTEN OTHERWISE. 2. NO DIMENSIONS SHALL BE SCALED FROM THIS DRG. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED 3. MINIMUM VERTICAL CLEARANCE OF 5.50M SHALL BE PROVIDED FOR OBLIGATORY SPANS. 4. THIS DRAWING IS A PART OF ' SCHEDULE B '
CONSULTING ENGINEERS: CLIENT: DATE 14-01-21 SIGN PROJECT: CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION MUNICIPAL CORPORATION IN NAVI DRAWN SRB (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON MUMBAI, MAHARASHTRA PALM BEACH ROAD ON EPC MODE. CHECKED PH
(Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) ADDRESS: 15 A, PLOT, SECTOR, 1, 2, PALM DESIGNED MA TITLE: PLAN BEACH RD, CBD BELAPUR, NAVI MUMBAI, TPF ENGINEERING PVT. LTD. CHECKED MA MAHARASHTRA 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, AAB Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED 1 Vashi, Navi Mumbai - 400705 Tel: +912269063300 to 3330 SCALE REV. DATE OF DRG. NO.: REV. JOB NO.: NMMC-PB-1 REVISION DETAILS DRAWN DES. CHKD. APRD. NMMC/VASHI-FLYOVER-PPD-SHEET 1 OF 18/R0 A1 E-mail: [email protected] Website: www.tpf.eu AS SHOWN NO. ISSUE R0 WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. AUTHORIZED REPRESENTATIVE PERMISSION FROM WITHOUT WRITTEN THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. OF TPF ENGINEERING AND DESIGN IS THE PROPERTY THIS DRAWING IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED TO RECALL AND MUST NOT IT IS SUBJECT N OF T - 00 OF 00 SHIVDAS/16/01/2021 BELAPUR TOWARDS SION THANE
BABAN PARSHURAM MARG
SECTOR 17 VASHI TO VASHI DEPOT ROAD
START OF FLYOVER
CH. 0+080
UNDERPASS MEDIAN TO BE CLOSED SECTOR 15 VASHI
ARENJA
MODERN LINE MATCH
CORNER 0+750 INORBIT MALL 0+700 0+800
COLLEGE 0+650 0+600 0+850
0+550
TRUCK TERMINAL
0+500 0+450 0+900
0+400 NALLA
0+350 NALLA PIPE LINE
MAHATMA PHULE CHOWK 0+300 0+950 0+250
PIPE LINE 0+200
NALLA PIPE LINE 0+150 1+000
0+100 NALLA
0+050 PIPE LINE
0+000
-0+040
NALLA 1+050 -0+060 1+100
TRUCK TERMINAL ST. PIPE LINE
SION PANVEL HIGHWAY 3.1000
START OF DOWN RAMP NALLA OBLIGATORY SPAN
OBLIGATORY
SPAN
A-0+000 A-0+050
28.6658
A-0+100
A-0+250
A-0+150 A-0+200
OBLIGATORY
TO TURBHE ROAD
NALLA SPAN
OBLIGATORY SECTOR 19C SECTOR
LIFTING OF THE DOWN RAMP NALLA JUNCTION BY 0.5M A-0+300
PIPE LINE
NALLA A-0+350
BUSINESS PARK, MATCH LINE MATCH
FANTASIA
HAWARE
SECTOR 18 VASHI A-0+400
END OF DOWN RAMP DOWN OF END A-0+423
TOWARDS PANVEL A-0+436
MEDIAN TO BE CLOSED
120
PLAN MODERN TRUCK COLLEGE TERMINAL ARENJA SECTOR 19 C JUNCTION ST. 115 CORNER JUNCTION 25 25 25 30 30 30 30 30 30 30 50 30 30 50 30 30 30 30 30 30 30 30 25 50 30 OBLIGATORY OBLIGATORY OBLIGATORY OBLIGATORY SPAN SPAN SPAN SPAN
G:0.30%
110 (1:331)
105 G:5.00% (1:20) START OF FLYOVER MIN. 5.50 M
G:0.24% 5.00 M (1:422)
100
DATUM:95.000 95 PROPOSED RTL 107.601 108.301 108.331 108.361 108.391 109.511 109.541 109.571 109.601 100.855 100.879 100.902 100.926 100.950 100.973 100.997 101.028 101.152 101.396 101.758 102.233 102.733 103.233 103.733 104.233 104.733 105.233 105.733 106.233 106.733 107.218 107.866 108.059 108.089 108.119 108.149 108.180 108.210 108.240 108.270 108.422 108.452 108.482 108.512 108.543 108.573 108.603 108.633 108.785 108.815 108.845 108.875 108.906 108.936 108.966 108.996 109.027 109.057 109.087 109.117 109.148 109.178 109.208 109.238 109.269 109.299 109.329 109.359 109.390 109.420 109.450 109.480 109.632 109.662 109.692 109.722 109.753 109.783 109.813 109.843 109.995 110.025 110.055 110.085 110.116 110.146 110.176 110.206 110.237 110.267 110.297 110.327 108.014 108.664 108.694 108.724 108.754 109.874 109.904 109.934 109.964
EXISTING GL 100.261 100.281 100.021 100.411 100.191 100.251 100.361 100.431 100.571 100.561 100.591 100.421 100.351 100.681 100.861 100.352 100.330 100.325 100.317 100.298 100.279 100.160 100.046 100.150 100.255 100.292 100.266 100.278 100.287 100.275 100.269 100.042 100.105 100.156 100.338 100.433 100.518 100.576 100.532 100.487 100.376 100.336 100.409 100.482 100.452 100.418 100.383 100.167 100.166 100.178 100.377 100.510 100.349 100.275 100.325 100.415 100.505 100.557 100.567 100.579 100.435 100.326 100.396 100.447 100.520 100.620 100.682 100.665 100.646 100.629 100.627 100.607 100.636 100.653 100.672 100.505 100.476 100.663 100.669 100.622 100.698 100.626 100.498 100.445 100.635 100.526 100.339 100.362 100.659 100.712 100.755 100.675 100.517 100.715 100.768 100.847 100.324 100.064 100.424 100.584 100.614
VERTICAL G :0.24% G :5.00% G :0.30% SCHEMATIC L:66.55 L:98.45 L:901.01 D D D D HORIZONTAL L:313.13 L:95.54 L:51.13 SCHEMATIC L:238.83
SUPERELEVATION 20 00 30 40 50 70 80 60 90 DESIGN CHAINAGE 10 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 600 610 620 630 640 650 660 670 680 690 900 910 920 930 940 950 960 970 980 990 100 110 120 130 140 150 160 170 180 190 1000
NOTES :- 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES, UNLESS WRITTEN OTHERWISE. 2. NO DIMENSIONS SHALL BE SCALED FROM THIS DRG. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED 3. MINIMUM VERTICAL CLEARANCE OF 5.50M SHALL BE PROVIDED FOR OBLIGATORY SPANS. PROFILE 4. THIS DRAWING IS A PART OF ' SCHEDULE B ' CONSULTING ENGINEERS: CLIENT: DATE 14-01-21 SIGN PROJECT: CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION MUNICIPAL CORPORATION IN NAVI DRAWN SRB (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON MUMBAI, MAHARASHTRA PALM BEACH ROAD ON EPC MODE. CHECKED PH
(Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) ADDRESS: 15 A, PLOT, SECTOR, 1, 2, PALM DESIGNED MA TITLE: PLAN & PROFILE BEACH RD, CBD BELAPUR, NAVI MUMBAI, TPF ENGINEERING PVT. LTD. CHECKED MA MAHARASHTRA 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, AAB Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED 1 Vashi, Navi Mumbai - 400705 Tel: +912269063300 to 3330 SCALE REV. DATE OF DRG. NO.: REV. JOB NO.: NMMC-PB-1 REVISION DETAILS DRAWN DES. CHKD. APRD. NMMC/VASHI-FLYOVER-PPD-SHEET 2 OF 18/R0 A1 E-mail: [email protected] Website: www.tpf.eu AS SHOWN NO. ISSUE R0 THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED N OF T - 00 OF 00 SHIVDAS/16/01/2021 THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. (Formerly knownasS.N.BHOBE&ASSOCIATESPvt.Ltd.) CONSULTING ENGINEERS: 1401, RupaSapphire,Plotno.12,Sector-18, E-mail: [email protected] Website:www.tpf.eu Opposite SanpadaRailwayStation, Sion -PanvelHighway, TPF ENGINEERING PVT.LTD. Tel: Vashi, NaviMumbai-400705 DESIGN CHAINAGE HORIZONTAL EXISTING GL PROPOSED RTL SUPERELEVATION SCHEMATIC SCHEMATIC VERTICAL DATUM:95.000 +912269063300 to3330 30 95 100 105 110 115 120 BELAPUR 100000 100.352100.847100.855110.327
1010 100.833110.358
1020 100.819110.388 30
1030 100.838110.418
1040 100.871110.449
1050 100.873110.479 30
1060 100.917110.509
1070 100.979110.539
1080 101.016110.570 30
1090 101.041110.600 JOB NO.:
SECTOR 15 VASHI DESIGNED DRAWN DATE CHECKED CHECKED APPROVED 1100 101.054110.630
1110 101.072110.660 30 NMMC-PB-1 1120 101.052110.691
14-01-21 1130 101.132110.721 0+850 AAB SRB MA MA PH
PIPE LINE 1140 101.237110.751 30
1150 101.208110.781 AS SHOWN
SIGN SCALE 1160 101.152110.804 0+900 30
1170 101.096110.821 NALLA 3.1000
REV.
NO. 1180 101.063110.831 1
0+950 1190 101.044110.833 19C SECTOR DATE OF ISSUE
1200 101.128110.828 30
1210 101.115110.816 SPAN
OBLIGATORY PIPE LINE 1+000
1220 101.102110.804 LINE MATCH MATCH LINE MATCH
1230 101.095110.791 30
1240 101.091110.778 1+050
1250 101.213110.765
NALLA
1260 101.283110.752 30 1270 101.282110.739 1+100
1280 101.280110.727
1290 101.233110.714 30 1300 101.129110.701 PIPE LINE 1+150
1310 101.073110.688
1320 101.067110.675 30 1+200
1330 101.077110.663
NALLA NALLA
REVISION DETAILS 1340 101.087110.650
30
1350 101.098110.637 1+250 TO SATRA PLAZA SATRA TO 1360 101.108110.624
1370 101.120110.611 1+300 VASHI 14 SECTOR 30
1380 101.132110.598 PIPE LINE
1390 101.145110.586
1400 101.155110.573 1+350
1410 101.152110.560 30
NALLA NALLA
1420 101.149110.547 SECTOR 19D VASHI
PROFILE 1430 101.011110.534 1+400 PLAN
1440 100.979110.521 30
1450 101.154110.509
1460 101.191110.496 OBLIGATORY 1+450 GALLERIA MALL GALLERIA
1470 101.176110.483 BEACH PALM
JUNCTION
SPAN
1480 101.329110.470 50 SPAN
SAINATH RAGHO BHAGAT MARG BHAGAT RAGHO SAINATH OBLIGATORY 1+500
1490 L:1000.68 101.332110.457
1500 101.335110.445
PALM BEACH GALLERIA MALL
JUNCTION
1510 101.224110.432 1+550
1520 101.222110.419 30
NALLA NALLA
1530 101.238110.406 1540 101.254110.393 1+600
1550 101.270110.380 30
1560 101.258110.368 1570 101.180110.355 1+650 30 1580 100.977110.342 PIPE LINE DRAWN
1590 100.961110.329 1+700 1600 100.944110.316 DES.
1610 100.929110.304 30
NALLA
CHKD. 1620 101.078110.291 1+750
1630 101.228110.278 APRD.
1640 101.183110.265 30 G:-0.13% 1+800 1650 101.228110.252 (-1:780)
PIPE LINE CLIENT: 1660 101.270110.239
1670 101.292110.227 30 1+850
MUMBAI, MAHARASHTRA MUNICIPAL CORPORATIONINNAVI 1680 101.334110.214
SECTOR 19E SECTOR VASHI NALLA
MAHARASHTRA 400614. BEACH RD,CBDBELAPUR, NAVIMUMBAI, 1690 101.309110.201
ADDRESS: 15A,PLOT,SECTOR,1,2,PALM
SECTOR 29 SECTOR VASHI
1700 101.288110.188 30 1+900
1710 101.321110.175
1720 101.342110.162
PIPE LINE
1730 101.347110.150 30 1+950
1740 101.360110.137 HOTEL DIAMOND
SPAN
NALLA BLUE TO ROAD
1750 101.307110.124 OBLIGATORY 2+000
30
1760 101.308110.111 LINE MATCH MATCH LINE MATCH
NALLA
NALLA
1770 101.269110.098 NALLA SEC-28 VASHI SEC-28 APMC MARKET APMC
1780 101.221110.086 2+050 ROAD FROM BLUE DIAMOND HOTEL DIAMOND BLUE FROM ROAD
1790 101.172110.073 30
1800 101.117110.060 N OFT-00 1. ALLDIMENSIONSAREINMILLIMETRESANDLEVELSMETRES, UNLESSWRITTENOTHERWISE. JUNCTION KOPARI 3. MINIMUMVERTICALCLEARANCEOF5.50MSHALLBEPROVIDED FOROBLIGATORYSPANS. 2. NODIMENSIONSSHALLBESCALEDFROMTHISDRG.ONLY WRITTENDIMENSIONSSHALLBEFOLLOWED 4. THISDRAWINGISAPARTOF'SCHEDULEB NOTES DRG. NO.: PROJECT: TITLE: 1810 101.193110.047
1820 101.387110.034 30 :- PALM BEACHROADONEPCMODE. NMMC/VASHI-FLYOVER-PPD-SHEET 3OF18/R0 PLAN &PROFILE (SECTOR-17) VASHITOHANUMANMANDIRJUNCTION ATKOPRION CONSTRUCTION OFFLYOVERFROMMAHATMA PHULEJUNCTION 1830 101.327110.021
1840 101.311110.009
1850 101.321109.996 30
1860 101.313109.983
1870 101.339109.970 THANE
1880 101.361109.957 30
1890 101.369109.945
1900 101.381109.932
1910 101.393109.919 30
1920 101.412109.906
1930 101.431109.893
1940 101.450109.880 30
1950 101.469109.868
1960 101.488109.855 30
SHIVDAS/16/01/2021 1970 101.502109.842 REV. R0 1980 101.537109.829
1990 101.567109.816 A1 D
2000 101.583109.803 30 THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. (Formerly knownasS.N.BHOBE&ASSOCIATESPvt.Ltd.) CONSULTING ENGINEERS: 1401, RupaSapphire,Plotno.12,Sector-18, E-mail: [email protected] Website:www.tpf.eu Opposite SanpadaRailwayStation, Sion -PanvelHighway, TPF ENGINEERING PVT.LTD. Tel: Vashi, NaviMumbai-400705 +912269063300 to3330 BELAPUR JOB NO.: DESIGNED DRAWN DATE CHECKED CHECKED APPROVED NMMC-PB-1 14-01-21
AAB SRB MA MA PH 1+700 AS SHOWN
SIGN
SCALE NALLA 1+750
REV. NO. 1 1+800 DATE OF ISSUE
PIPE LINE 1+850
SECTOR 29 VASHI DESIGN CHAINAGE HORIZONTAL EXISTING GL PROPOSED RTL SUPERELEVATION SCHEMATIC SCHEMATIC
VERTICAL
NALLA
DATUM:95.000 1+900
DIAMOND HOTEL DIAMOND
ROAD TO BLUE TO ROAD
SEC-28 VASHI SEC-28
SECTOR 19E LINE MATCH VASHI 1+950
PIPE LINE ROAD FROM BLUE DIAMOND HOTEL DIAMOND BLUE FROM ROAD
95 100 105 110 D NALLA 2+000
00 100.352100.855 30
2000 101.583109.803 NALLA
JUNCTION SPAN NALLA
2010 101.728109.791 NALLA
KOPARI OBLIGATORY 2020 101.759109.778 2+050 OBLIGATORY 2030 101.508109.765 SPAN
50
2040 101.691109.752 2+100 MATCH LINE MATCH 2050 101.453109.739 MARKET APMC
REVISION DETAILS
2060 101.401109.727 JUNCTION KOPARI
2+150
KOPARI VILLAGE KOPARI
HANUMAN GALI HANUMAN 2070 101.461109.714 TO (WAY ROAD
2080 101.546109.701 25
OBLIGATORY
HANUMAN MANDIR ROAD MANDIR HANUMAN 2090 101.513109.688 2+200 SPAN
2100 101.483109.675 25 2110 101.502109.662 5.50 M 2+250 MIN. 2120 101.491109.650
2130 101.484109.588 25
L:259.33 2+300
2140 101.506109.430 VILLAGE KOPARI
PROFILE 2150 101.530109.176
2160 101.530108.824
2+350 2170 101.527108.424 FLYOVER OF END
2180 101.533108.025
2190 101.524107.625 SECTOR 28 VASHI 2200 101.554107.225 PLAN 2+400
SECTOR 26 VASHI 2210 101.578106.825
2220 101.588106.425
(-1:25) G:-4.00%
2230 101.599106.025 2+450 2240 101.268105.625 2+464
2250 101.333105.226
2260 101.408104.826 MEDIAN TO BE CLOSED BE TO MEDIAN 2270 101.572104.426
2280 101.670104.026
2290 101.623103.626 KOPARKHAIRANE SECTOR 11 SECTOR
2300 101.646103.226 DRAWN
2310 101.670102.826
DES. 2320 101.682102.446
2330 101.683102.156 CHKD.
2340 101.694101.962 THANE TOWARD
2350 101.718101.864 Flyover Pawane APRD.
D END OF FLYOVER
2360 101.738101.844
G:-0.14% (-1:716) 2370 101.754101.830 CLIENT: 2380 101.750101.816
2390 101.727101.802 MUMBAI, MAHARASHTRA MUNICIPAL CORPORATIONINNAVI 2400 101.723101.788 MAHARASHTRA 400614. BEACH RD,CBDBELAPUR, NAVIMUMBAI, ADDRESS: 15A,PLOT,SECTOR,1,2,PALM 2410 101.712101.784
2420 101.737101.813
2430 101.815101.876
2440 101.888101.973 G:1.22%
G :1.22% (1:82) L:23.48 2450 101.996102.094
2460 L:1.23 102.205102.215 RAILWAY BOUNDARY 2464 102.297102.269
RAILWAY BOUNDARY N OFT-00 1. ALLDIMENSIONSAREINMILLIMETRESANDLEVELSMETRES, UNLESSWRITTENOTHERWISE. 3. MINIMUMVERTICALCLEARANCEOF5.50MSHALLBEPROVIDED FOROBLIGATORYSPANS. 2. NODIMENSIONSSHALLBESCALEDFROMTHISDRG.ONLY WRITTENDIMENSIONSSHALLBEFOLLOWED 4. THISDRAWINGISAPARTOF'SCHEDULEB NOTES DRG. NO.: PROJECT: TITLE: :- PALM BEACHROADONEPCMODE. NMMC/VASHI-FLYOVER-PPD-SHEET 4OF18/R0 PLAN &PROFILE (SECTOR-17) VASHITOHANUMANMANDIRJUNCTION ATKOPRION CONSTRUCTION OFFLYOVERFROMMAHATMA PHULEJUNCTION THANE SHIVDAS/16/01/2021 REV. R0 A1 BELAPUR THANE
BABAN PARSHURAM MARG
SECTOR 17 VASHI TO VASHI DEPOT ROAD
START OF FLYOVER
CH. 0+080
MEDIAN TO BE CLOSED
ARENJA MODERN CORNER 0+750
0+700 COLLEGE 0+650
0+600
0+550
0+500
0+450
0+400
0+350 NALLA PIPE LINE MAHATMA PHULE CHOWK 0+300 0+250
0+200 NALLA PIPE LINE 0+150
0+100
0+050 PIPE LINE
0+000 -0+040 NALLA -0+060
TRUCK TERMINAL ST.
START OF DOWN RAMP
OBLIGATORY SPAN
OBLIGATORY
SPAN
A-0+000 A-0+050
28.6658
A-0+100
A-0+250
A-0+150 A-0+200
OBLIGATORY
NALLA TO TURBHE ROAD
LIFTING OF THE DOWN RAMP
NALLA JUNCTION BY 0.5M A-0+300
A-0+350
SECTOR 18 VASHI A-0+400
END OF DOWN RAMP DOWN OF END A-0+423 A-0+436
MEDIAN TO BE CLOSED
15.464 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15
110 G:-0.25% G:0.29% (-1:396) (1:347)
PLAN G:-5.02% (-1:20)
105 END OF RAMP
100
DATUM:99.000 99 PROPOSED RTL 108.401 108.351 108.491 106.881 108.654 108.629 108.603 108.578 108.553 108.528 108.502 108.477 108.452 108.426 108.376 108.332 108.327 108.336 108.358 108.386 108.415 108.444 108.473 108.502 108.530 108.275 107.883 107.383 106.379 105.878 105.376 104.874 104.372 103.870 103.369 102.867 102.365 101.863 101.369 100.986 100.746 100.650 100.697 100.744
EXISTING GL 100.211 100.431 100.472 100.332 100.522 100.506 100.495 100.483 100.460 100.415 100.345 100.278 100.225 100.248 100.236 100.224 100.199 100.187 100.190 100.295 100.265 100.254 100.275 100.389 100.400 100.393 100.386 100.294 100.303 100.340 100.358 100.376 100.395 100.413 100.449 100.467 100.486 100.504 100.540 100.558 100.577 100.595 100.613 100.619
VERTICAL G :0.29% G :1.66% SCHEMATIC L:61.20 L:13.31
HORIZONTAL D D D D D SCHEMETIC L:33.26 L:32.39 L:41.94 L:25.08 L:4.83 L:153.82
SUPERELEVATION 00 20 30 40 50 70 80 60 90 DESIGN CHAINAGE 10 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 423 100 110 120 130 140 150 160 170 180 190
NOTES :- 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES, UNLESS WRITTEN OTHERWISE. CHAINAGE START FROM A-0+000 TO A-0+423 2. NO DIMENSIONS SHALL BE SCALED FROM THIS DRG. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED 3. MINIMUM VERTICAL CLEARANCE OF 5.50M SHALL BE PROVIDED FOR OBLIGATORY SPANS. PROFILE-DOWN RAMP 4. THIS DRAWING IS A PART OF ' SCHEDULE B '
CONSULTING ENGINEERS: CLIENT: DATE 14-01-21 SIGN PROJECT: CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION MUNICIPAL CORPORATION IN NAVI DRAWN SRB (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON MUMBAI, MAHARASHTRA PALM BEACH ROAD ON EPC MODE. CHECKED PH
(Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) ADDRESS: 15 A, PLOT, SECTOR, 1, 2, PALM DESIGNED MA TITLE: PLAN & PROFILE BEACH RD, CBD BELAPUR, NAVI MUMBAI, TPF ENGINEERING PVT. LTD. CHECKED MA MAHARASHTRA 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, AAB Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED 1 Vashi, Navi Mumbai - 400705 Tel: +912269063300 to 3330 SCALE REV. DATE OF DRG. NO.: REV. JOB NO.: REVISION DETAILS DRAWN DES. CHKD. APRD. NMMC/VASHI-FLYOVER-PPD-SHEET 5 OF 18/R0 A1 E-mail: [email protected] Website: www.tpf.eu AS SHOWN NO. ISSUE R0 THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED N OF T - 00 OF 00 SHIVDAS/16/01/2021 TOTAL LENGTH OF VIADUCT SPAN =1925000
BELAPUR ARENJA CORNER MODERN COLLEGE THANE E.J E.J E.J E.J E.J E.J TRUCK TERMINAL ST. E.J E.J E.J JUNCTION E.J E.J 50000 3 (SPAN CONTINUOUS) 3 (SPAN CONTINUOUS) OBLIGATORY SPAN 2 (SPAN CONTINUOUS) OBLIGATORY SPAN 3 (SPAN CONTINUOUS) 2 (SPAN OBLIGATORY SPAN CONTINUOUS) 140000 (RE WALL) 25000 25000 25000 30000 30000 30000 30000 30000 30000 30000 50000 30000 30000 50000 30000 30000 30000 30000 30000 PSC VOIDED SLAB PSC BOX GIRDER CH:-80.0
STAR OF RAMP GL.
A1 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19
95
PROPOSED RTL 107.601 108.301 108.331 108.361 108.391 109.511 109.541 109.571 109.601 108.059 108.089 108.119 108.149 108.180 108.210 108.240 108.270 108.422 108.452 108.482 108.512 108.543 108.573 108.603 108.633 108.785 108.815 108.845 108.875 108.906 108.936 108.966 108.996 109.148 109.178 109.208 109.238 109.269 109.299 109.329 109.359 109.390 109.420 109.450 109.480 109.632 109.662 109.692 109.722 109.753 109.783 108.014 108.664 108.694 108.724 108.754 109.027 109.057 109.087 109.117 101.028 101.152 101.396 101.758 102.233 102.733 103.233 103.733 104.233 104.733 105.233 105.733 106.233 106.733 107.218 108.195 108.286 108.376 108.467 108.558 108.649 108.739 108.83 108.981 109.072 109.163 109.314 109.405 109.496 109.586 109.677 109.768
EXISTING GL 100.261 100.281 100.021 100.411 100.191 100.251 100.361 100.431 100.571 100.561 100.046 100.150 100.255 100.292 100.266 100.278 100.275 100.269 100.042 100.105 100.338 100.433 100.518 100.576 100.532 100.376 100.336 100.409 100.482 100.452 100.418 100.383 100.166 100.178 100.510 100.349 100.275 100.325 100.415 100.505 100.579 100.435 100.326 100.396 100.520 100.620 100.682 100.665 100.646 100.629 100.636 100.653 100.672 100.505 100.476 100.663 100.669 100.622 100.698 100.626 100.498 100.324 100.287 100.064 100.487 100.167 100.377 100.424 100.557 100.567 100.584 100.447 100.627 100.614 100.607 100.446 100.400 100.531 100.467 100.221 100.300 100.166 100.380 100.432 100.413 100.57 100.628 100.621 100.621 100.570 100.660 100.53
VERTICAL G :5.00% G :0.30% SCHEMATIC L:98.45 L:901.01
HORIZONTAL D D D SCHEMETIC L:238.82 L:397.51 L:32.25
SUPERELEVATION 70 80 90 DESIGN CHAINAGE 00 200 210 220 240 250 260 270 280 290 295 400 410 415 420 430 440 445 450 460 470 475 480 490 300 310 320 325 330 340 350 355 360 370 380 385 390 500 505 510 520 530 540 550 555 560 570 580 585 590 600 610 615 620 630 640 650 660 665 670 680 690 695 700 710 720 725 730 740 750 755 760 770 780 785 790 800 810 815 820 100 110 120 130 140 150 160 170 180 190
ELEVATION OF MAIN FLYOVER AT PIER A1 TO P19
(SCALE 1:1000)
PARSHURAM PARSHURAM
DEPOT ROAD ROAD DEPOT TO VASHI TO
MARG FOR JUNCTION IMPROVEMENT BABAN BABAN REFER SEP DRAWING BELAPUR ARENJA CORNER FOR JUNCTION IMPROVEMENT MODERN COLLEGE THANE FOR JUNCTION IMPROVEMENT REFER SEP DRAWING REFER SEP DRAWING FOR JUNCTION IMPROVEMENT SECTOR 15 VASHI
REFER SEP DRAWING OF FLYOVER FLYOVER OF
CH-0+080 START OF START NALLA NALLA PIPE LINE NALLA NALLA PIPE LINE PIPE LINE P15 P9 P11 P12 P13 P14 P16 P17 P7 P8 P10 30000 50000 30000 30000 30000 30000 WIDTH DECK P18 A1 P1 P2 P6 30000 50000 P3 P4 P5 30000 30000 30000 30000 30000 30000 30000 16600 25000 25000 25000 30000 P19
140000 (RE WALL) DECK WIDTH
0+650
0+700 0+700
0+600
0+550
16600 30000
0+500 0+450 0+750
0+400
RE WALL 0+350
0+300 0+800
A-0+000
0+150
0+100
0+250
0+200
A-0+050 DOWN RAMP
A-0+100
0+050
A-0+150
A-0+200
OF DOWN RAMP
START OF
DOWN RAMP (TO TURBHE)
TURBHE ROAD TURBHE TO VASHI TO RAMP REFER SEPARATE DRAWING SHEET 4 OF 4 NALLA A-0+250
8500 DECK WIDTH
A-0+300
DOWN RAMP TRUCK TERMINAL
A-0+350
TO TURBHE
END OF DOWN RAMP A-0+400 CH (A-0+410)
FOR JUNCTION IMPROVEMENT ROAD DEVELOPMENT REFER SEP DRAWING A-0+423
PLAN OF MAIN FLYOVER AT PIER A1 TO P19 REFERENCE (SCALE 1:1000) 1) MAIN RAMP GAD -: NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 7 OF 18 2) MAIN RAMP CR -: NMMC/VASHI-FLYOVER/MAIN-CR/01/SHEET 8 OF 18 ALL PROVISIONS MADE IN THE DRAWING SHALL BE DEEMED TO BE INCLUDED IN SCOPE 3) RAMP GAD -: NMMC/VASHI-FLYOVER/RAMP-GEN/01/SHEET 9 OF 18 * OF WORK AND IN QUOTED COST.
CONSULTING ENGINEERS: DATE 18-01-21 SIGN CLIENT: PROJECT: NAVI MUMBAI MUNICIPAL CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION DRAWN VRP (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON CORPORATION PALM BEACH ROAD ON EPC MODE. CHECKED IMK 15 A, PLOT, SECTOR, 1, 2, PALM BEACH RD, (Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) IMK TITLE: DESIGNED CBD BELAPUR, NAVI MUMBAI, MAHARASHTRA GENERAL ARRANGEMENT DRAWING MAIN FLYOVER (SHEET 1 OF 4) TPF ENGINEERING PVT. LTD. CHECKED BHU 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED UMD 1 Vashi, Navi Mumbai - 400705 Tel: +912269063300 to 3330 SCALE REV. DATE OF DRG. NO.: REV. JOB NO.: NMMC-PB-01 REVISION DETAILS DRAWN DES. CHKD. APRD. NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 6 OF 18 A1 E-mail: [email protected] Website: www.tpf.eu AS SHOWN NO. ISSUE R0 CAD FILE: D:\NAME/1.PROJECT/XXXXXX THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED N OF T - 00 OF 00 NAME/DD/MM/YYYY SECTOR 15 VASHI
THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. 3 (SPANCONTINUOUS) IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED 30000 WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL.
30000 (Formerly knownasS.N.BHOBE&ASSOCIATESPvt.Ltd.) CONSULTING ENGINEERS: 1401, RupaSapphire,Plotno.12,Sector-18, E-mail: [email protected]: www.tpf.eu Opposite SanpadaRailwayStation,Sion -PanvelHighway, TPF ENGINEERINGPVT.LTD. Tel:
Vashi, NaviMumbai-400705 810 100.561 109.753
P19
1560 101.258 110.368 E.J
PALM BEACH GALLARIA MALL JUNCTION NALLA 0+800 P43 815 100.53 109.768 +912269063300 to3330 P43 1570 101.180 110.355 820 100.498 109.783 P19 30000
30000 830 100.445 109.813
1580 100.977 110.342 30000 BELAPUR BELAPUR BELAPUR 30000 BELAPUR 840 100.591 109.843
1590 100.961 110.329 P20
P44
3 (SPANCONTINUOUS) 1+600 845 100.613 109.859 P44 E.J 1600 100.944 110.316 850 100.635 109.874
P20
30000 1+600 30000
860 100.526 109.904 1610 100.929 110.304 30000 0+850
PIPE LINE 1620 101.078 110.291 30000 870 100.421 109.934
P21 P45 875 100.380 109.949 P45
1630 101.228 110.278 3 (SPANCONTINUOUS) 880 100.339 109.964
P21
30000 30000
1640 101.183 110.265 30000 890 100.351 109.995 1+650
1650 101.228 110.252 30000 900 100.362 110.025
P46 WIDTH DECK P22 E.J
1+650 P46 16600 905 100.511 110.040
1660 101.270 110.239 910 100.659 110.055 PIPE LINE 0+900 25000
P22 30000 L:4.73
1670 101.292 110.227 30000 920 100.712 110.085 D JOB NO.: 19C
NALLA P23
25000 E.J
DESIGNED DRAWN DATE CHECKED CHECKED APPROVED
P47 1680 101.334 110.214 SECTOR SECTOR 930 100.755 110.116 P47 SECTOR 19CJUNCTION E.J
NMMC-PB-01 1690 101.309 110.201
P23 940 100.675 110.146 OBLIGATORY SPAN
1+700 30000
1700 101.288 110.188 30000 18-01-21
950 100.517 110.176 50000
UMD BHU 1+700 VRP IMK IMK
P48 1710 101.321 110.175
960 100.681 110.206 0+950 50000 P48 3 (SPANCONTINUOUS)
AS SHOWN 1720 101.342 110.162 970 100.715 110.237 SIGN
SCALE
NALLA 30000 P24 E.J
1730 101.347 110.150 30000 980 100.768 110.267
P24 REV.
NO. P49 1740 101.360 110.137
1 30000 1+750 990 100.861 110.297 P49 DATE OF
ISSUE 1750 101.307 110.124
1000 100.847 110.327
30000 30000
PIPE LINE P25
1760 101.308 110.111 30000 3 (SPANCONTINUOUS)
TOTAL LENGTHOFVIADUCTSPAN=1925000 1010 100.833 110.358 1+000 IMPROVEMENT JUNCTION FOR
P25
P50 1770 101.269 110.098 REFER SEP DRAWING DRAWING SEP REFER
1020 100.819 110.388 30000 P50 E.J 1780 101.221 110.086
1030 100.838 110.418
30000 30000 P26
GL.
1790 101.172 110.073 30000 1+800 1040 100.871 110.449
P51 1800 101.117 110.060 PIPE LINE P26
1050 100.873 110.479 30000 P51
1810 101.193 110.047 3 (SPANCONTINUOUS)
1060 100.917 110.509 30000
1+050 30000 P27 1820 101.387 110.034 30000 E.J
1070 100.979 110.539
1+050 P52
1830 101.327 110.021 NALLA P27
1080 101.016 110.570 30000 P52
1840 101.311 110.009 1+850 PSC BOXGIRDER
30000 1090 101.041 110.600 30000 30000
1850 101.321 109.996 P28
SECTOR 19E VASHI VASHI 19E SECTOR 1100 101.054 110.630 3 (SPANCONTINUOUS) PSC BOXGIRDER
PLAN OFMAINFLYOVERATPIERP19TOP43 P53
NALLA 1860 101.313 109.983
P28
30000 PLAN OFMAINFLYOVERATPIERP43TO PA2 1110 101.072 110.660 P53 1+100
E.J DECK WIDTH DECK 1870 101.339 109.970
16600 30000 1120 101.052 110.691 30000
1880 101.361 109.957 30000 P29
1130 101.132 110.721
P54
SECTOR 29 VASHI VASHI 29 SECTOR 1890 101.369 109.945 1+900
(SCALE 1:1000) P29 30000 1140 101.237 110.751 GL. P54 REVISION DETAILS 1900 101.381 109.932 3 (SPANCONTINUOUS) (SCALE 1:1000) 30000 1150 101.208 110.781
TOTAL LENGTHOFVIADUCTSPAN=1925000 30000 1910 101.393 109.919 30000 P30 E.J
PIPE LINE 1160 101.152 110.804 P55 1+150 1920 101.412 109.906
PIPE LINE P30 30000 P55 1170 101.096 110.821
1930 101.431 109.893 30000 1180 101.063 110.831
ELEVATION OFMAINFLYOVERATPIERP19TOP43 30000
1+950 1940 101.450 109.880 30000 ELEVATION OFMAINFLYOVERATPIERP43TOA2 P31 3 (SPANCONTINUOUS)
NALLA 1190 101.044 110.833
P56 1950 101.469 109.868 P31 P56 30000
E.J 1200 101.128 110.828
1960 101.488 109.855 30000
1210 101.115 110.816 1+200
1970 101.502 109.842 30000 30000 PLAZA PLAZA P32 2 (SPANCONTINUOUS)
P57 1220 101.102 110.804
TO SATRA SATRA TO
DIAMOND HOTEL DIAMOND 1980 101.537 109.829 NALLA
(SCALE 1:1000) (SCALE 1:1000)
APMC MARKET MARKET APMC P57
P32
1230 101.095 110.791 30000 ROAD TO BLUE BLUE TO ROAD
2+000 1990 101.567 109.816 30000 1240 101.091 110.778 D
2000 101.583 109.803 30000 30000 P33 E.J
P58 1250 101.213 110.765
NALLA 2010 101.728 109.791 P33 P58
E.J
1260 101.283 110.752 30000
2020 101.759 109.778 1+250 DRAWN JUNCTION
KOPARI JUNCTION 1270 101.282 110.739
2030 101.508 109.765
OBLIGATORY SPAN
50000 30000 KOPARI KOPARI P34
1280 101.280 110.727 3 (SPANCONTINUOUS) 2+050 2040 101.691 109.752 50000
DES. P34
1290 101.233 110.714 30000 2050 101.453 109.739 CHKD.
P59 1300 101.129 110.701
2060 101.401 109.727 30000 APRD. P35 P59 E.J
25000 1310 101.073 110.688 2070 101.461 109.714 1+300
PIPE LINE
(WAY TOKOPARIVILLAGE SECTOR 14 VASHI VASHI 14 SECTOR
25000 P35 CLIENT: HANUMAN GALIROAD 2080 101.546 109.701 1320 101.067 110.675 30000
OBLIGATORY SPAN P60
* 2+100 2090 101.513 109.688 1330 101.077 110.663 P60
BEINCLUDEDINSCOPEOFWORKANDQUOTED COST. ALL PROVISIONSMADEINTHEDRAWINGSHALL BE DEEMEDTO
30000 25000
2095 101.498 109.682 P36 E.J 2100 101.483 109.675 1340 101.087 110.650
25000
P61 P36 30000
NAVI MUMBAIMUNICIPAL 1350 101.098 110.637 CORPORATION 2110 101.502 109.662 15 A,PLOT,SECTOR,1,2,PALMBEACHRD, CBD BELAPUR,NAVIMUMBAI,MAHARASHTRA 400614.
KOPARI VILLAGE P61 E.J
2120 101.491 109.650 1360 101.108 110.624
1+350 30000 P37 25000
2130 101.484 109.588 1370 101.120 110.611 3 (SPANCONTINUOUS) A2
L:261.87 2+150 P37
2140 101.506 109.430 1380 101.132 110.598 30000 NALLA A2 E.J 101.518 109.303 SECTOR 19D VASHI
2150 101.530 109.176 1390 101.145 110.586 30000 P38
2160 101.530 108.824 1400 101.155 110.573
P38
2170 101.527 108.424 IMPROVEMENT JUNCTION FOR 1410 101.152 110.560 30000
1+400 REFER SEP DRAWING DRAWING SEP REFER
2180 101.533 108.025 GL. 1420 101.149 110.547 30000 P39
E.J 2+200 2190 101.524 107.625
RE WALL RE 1430 101.011 110.534
2200 101.554 107.225 P39
1440 100.979 110.521 30000
N OFT-00 2210 101.578 106.825 DRG. NO.: PROJECT: TITLE: 1450 101.154 110.509 REFERENCE 1) MAINRAMPGAD 3) RAMPGAD
2) MAINRAMPCR 30000 P40
2220 101.588 106.425 E.J
1460 101.191 110.496
1+450 L:1068.59 215000 (RE WALL) (RE 215000 NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 7OF18 PALM BEACHGALLARIA PALM BEACHROADONEPCMODE. (SECTOR-17) VASHITOHANUMANMANDIRJUNCTION ATKOPRION GENERAL ARRANGEMENTDRAWINGMAIN FLYOVER CONSTRUCTION OFFLYOVERFROMMAHATMA PHULE JUNCTION (SHEET2OF4) 2230 101.599 106.025
1470 101.176 110.483 OBLIGATORY SPAN
MALLJUNCTION P40 2+250
2240 101.268 105.625 215000 (REWALL)
1480 101.329 110.470 50000
2250 101.333 105.226 MARG
BHAGAT BHAGAT 1490 101.332 110.457
-: -: -: RAGHO SAINATH 50000 2260 101.408 104.826 1500 101.335 110.445 NMMC/VASHI-FLYOVER/RAMP-GEN/01/SHEET 9OF18 NMMC/VASHI-FLYOVER/MAIN-CR/01/SHEET 8OF18 NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 6OF18 P41
2270 101.572 104.426 E.J
1510 101.224 110.432 1+500
2280 101.670 104.026 P41
1520 101.222 110.419 30000
2+300 2290 101.623 103.626
1530 101.238 110.406 30000
2300 101.646 103.226 P42 1540 101.254 110.393
2310 101.670 102.826
THANE P42 3 (SPANCONTINUOUS) 1550 101.270 110.380 30000
2320 101.682 102.446
THANE THANE 1560 101.258 110.368 THANE
1+550 30000
2330 101.683 102.156 P43 1570 101.180 110.355 NAME/DD/MM/YYYY 2340 101.694 101.962
PALM BEACH GALLARIA MALL JUNCTION NALLA REV.
30000 P43 R0 1580 100.977 110.342
2350 101.718 101.864 2+350 2+350
A1 1590 100.961 110.329
END OF RAMP 30000 2360 D 101.738 101.844 P44
CH:-2+360 E.J
CAD FILE: D:\NAME/1.PROJECT/XXXXXX 1600 100.944 110.316 CH-2+360 END OF FLYOVER FLYOVER OF END OVERALL WIDTH OF BRIDGE = 16600 OVERALL WIDTH OF BRIDGE = 16600 TOWARDS THANE 500 7500 600 7500 500 500 7500 600 7500 500 OF BEARING BELAPUR OF BEARING CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY OF PIER OF PIER OF PIER OF PIER TRAFFIC DIRECTION RCC CRASH 75 mm THK RCC CRASH 75 mm THK 75 mm THK. 75 mm THK. WEARING COAT WEARING COAT OF BEARING OF BEARING BARRIER BARRIER WEARING COAT 50 (EXP.JT.) WEARING COAT 50 (EXP.JT.) SLOPE 2.5% SLOPE 2.5% SLOPE 2.5% SLOPE 2.5% OF PIER/PILECAP
250 250 240 100 mm THK.
300 PCC PSC VOIDED PSC BOX PILE CAP SLAB DRAINAGE SPOUT DRAINAGE SPOUT 650 PSC BOX GIRDER
@ 3.00 M C/C GIRDER 2000 2500 2500 @ 3.00 M C/C 1750 2500 2500 PSC BOX GIRDER HORIZONTAL PSC BOX GIRDER HORIZONTAL 750 CONNECTED TO CONNECTED TO PEDESTAL PIPE PIPE PIER CAP TOP PIER CAP TOP 450 PIER CAP TOP 800x800x450 PIER CAP TOP PEDESTAL (TYP.) 2800 2800 A A A A 800x800x450 750 2500 4000 4000 750 750 750 DOWN TAKE AT DOWN TAKE AT (TYP.) 5000 5000 3600 EVERY PIER EVERY PIER 2800 1250
DECORATIVE GRILL DECORATIVE GRILL 2500 3300 (MIN.2.0M HEIGHT FOR ENTIRE (MIN.2.0M HEIGHT FOR ENTIRE OF PILE CAP
MIN RCC PIER MIN 1250 5500 LENGTH OF FLYOVER UP 5500 RCC PIER LENGTH OF FLYOVER UP
TO SOLID RAMP) TO SOLID RAMP) 8700 2500 2500 2500 CATCH WATER DRAIN AT ANTICRASH CATCH WATER DRAIN AT ANTICRASH EVERY PIER WITH PROVISION 5000 BARRIER EVERY PIER WITH PROVISION 5000 BARRIER OF RAIN WATER HARVESTING MEDIAN WALL OF RAIN WATER HARVESTING MEDIAN WALL GROUND LVL GROUND LVL 2500 GROUND LVL 2500 GROUND LVL GL. GL. GL. GL. GL. GL. GL. GL. PILE CAP TOP PILE CAP TOP PILE CAP TOP PILE CAP TOP 3600 500 500 500 500
RCC PILE CAP RCC PILE CAP Ø1200 8700 RCC PILE CAP 8700 RCC PILE CAP 8700 8700 (TYP)
1800 PILE CAP BOTTOM 1800 PILE CAP BOTTOM 1800 PILE CAP BOTTOM 1800 PILE CAP BOTTOM 750
100 mm THK. 100 mm THK. PCC 100 mm THK. PCC 750 3600 3600 750 PCC 750 3600 3600 750 100 mm THK. 750 3600 3600 750 750 3600 3600 750 750 3600 3600 750 PCC 8700
1200Ø PILE 1200Ø PILE 1200Ø PILE 1200Ø PILE PLAN AT PILE FOUNDATION (SCALE 1:100) Ø 1200 Ø 1200 Ø 1200 Ø 1200 FOUNDING LVL FOUNDING LVL FOUNDING LVL FOUNDING LVL
TRANSVERSE SECTION OF PIER AT 30.0m SPAN TRANSVERSE SECTION OF PIER AT 50m OBLIGATORY SPAN LONGITUDINAL SECTION OF PIER (PSC BOX GIRDER) LONGITUDINAL SECTION OF PIER P2 (SCALE 1:100) (SCALE 1:100) (SCALE 1:100) (SCALE 1:100)
OVERALL WIDTH OF BRIDGE = 16600 OVERALL WIDTH OF BRIDGE = 16600 OF PIER/PIER CAP 500 600 500 OF BEARING 7500 7500 75 mm THK. 500 7500 600 7500 500 CARRIAGEWAY CARRIAGEWAY OF PIER 5000 WEARING COAT CARRIAGEWAY CARRIAGEWAY OF EXP.JT OF PIER 75 mm THK VOID OF BEARING OF PIER RCC CRASH 75 mm THK 500 4000 500 WEARING COAT 50 (EXP.JT.) RCC CRASH BARRIER SLOPE 2.5% WEARING COAT 3500 SLOPE 2.5% BARRIER 250 PSC VOIDED SLAB SLOPE 2.5% SLOPE 2.5% 100 mm THK. PCC APPROACH SLAB
DRAINAGE SPOUT @ 600 3.00 M C/C PSC BOX GIRDER 2000 HORIZONTAL 2000 PIER CAP CONNECTED TO PIPE
DIRT WALL 2800 PIER CAP TOP PIER CAP TOP PEDESTAL 1500 PEDESTAL 800X800(TYP.) 2800 PEDESTAL A A 800x800x450 ABUTMENT CAP TOP 4000 750 750 800x800 (TYP) VOIDED SLAB DOWN TAKE AT (TYP.) RE WALL 5000 EVERY PIER 2800 2800 750 4000 SEISMIC DECORATIVE GRILL 5000 2800 ARRESTER (MIN.2.0M HEIGHT FOR ENTIRE MIN 5500 RCC PIER LENGTH OF FLYOVER UP SECTION A-A TO SOLID RAMP) (SCALE 1:80) CATCH WATER DRAIN AT 2500 EVERY PIER WITH PROVISION 5000 ANTICRASH OF RAIN WATER HARVESTING MEDIAN WALL BARRIER 2500 GROUND LVL 2500 GROUND LVL 5000 ANTICRASH GL. GL. GL. GL. BARRIER GROUND LVL PILE CAP TOP PILE CAP TOP MEDIAN WALL GL. 500 500 GL. GL. PILE CAP TOP PILE CAP TOP 500 RCC PILE CAP 8700 RCC PILE CAP 2500
1800 PILE CAP BOTTOM 1800 PILE CAP BOTTOM RCC PILE CAP RCC PILE CAP
1800 PILE CAP BOTTOM 1800 PILE CAP BOTTOM 100 mm THK. PCC 100 mm THK. 750 3600 3600 750 100 mm THK. 750 3600 3600 750 PCC PCC 750 3600 750 8700 750 3600 3600 750 100 mm THK. PCC 5100 8700 1200Ø PILE 1200Ø PILE
Ø 1200 Ø 1200 FOUNDING LVL FOUNDING LVL 1200Ø PILE Ø 1200 FOUNDING LVL FOUNDING LVL TRANSVERSE SECTION OF PIER FOR PSC VOIDED SLAB LONGITUDINAL SECTION OF PIER (VOIDED SLAB) (SCALE 1:100) (SCALE 1:100) TRANSVERSE SECTION OF ABUTMENT LONGITUDINAL SECTION OF ABUTMENT (SCALE 1:100) (SCALE 1:100)
OF BRIDGE
OVERALL WIDTH OF BRIDGE = 16600 500 CARRIAGEWAY= 7500 600 CARRIAGEWAY= 7500 500
SLOPE 2.5% SLOPE 2.5% ANTICRASH BARRIER BARBED WIRE FRICTION SLAB 500
MATERIAL TABLE :- MIN. GRADE OF CONCRETE / STEEL / MATERIALS RE INFORCED S.NO. ITEM EARTH WALL 1 CRASH BARRIER M-40 2 WEARING COAT 25 MM MASTIC ASPHALT+50 MM DBM 2000 3 UPVC PIPE 150 MM DIAMETER NOTES :- 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES, UNLESS WRITTEN OTHERWISE. FILTER MEDIA SUPERSTRUCTURE M-50 2. NO DIMENSIONS SHALL BE SCALED FROM THIS DRG. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED 4 i) CONCRETE CRS- (STEEL GRADE G 410-L)-FERRITIC EMBANKMENT ii) HYSD REINFORCEMENT CONFORMING TO IS:16651:2017 3. EACH CARRIAGEWAY OF THE FLYOVER IS DESIGNED AS PER IRC: 6 :2010 (LATEST REVISION). RE WALL 4. MINIMUM VERTICAL CLEARANCE OF 5.50M SHALL BE PROVIDED FOR OBLIGATORY SPANS. POLYMETRIC C/C OF PANEL C/C OF PANEL 5 EXPANSION JOINT STRIP SEAL TYPE STRIP 5. FOR STRUCTURAL DETAILS REFER INDIVIDUAL STRUCTURAL DRAWINGS 6 BEARINGS PSC BOX GIRDER 6. ALL LEVELS SHALL BE VERIFIED AS PER LATEST REVISION OF GAD BEFORE EXECUTION OF WORK POT/P.T.F.E. PSC VOIDED SLAB AT SITE. ANTICRASH 7. MS LINER OF MIN. 6mm THICKNESS , PAINTED WITH COAL TAR EPOXY , TO DRIVEN UP TO REFUSAL FOR SUBSTRUCTURE BARRIER M-40 ALL PIPE. 7 i) FOUNDATION TYPICAL DETAILS OF DECORATIVE GRILL M-40 8. MIN. GRADE OF CONCRETE TO BE USED IN ALL STRUCTURE IS M-40 (EXCEPT FOR LEVELING COARSE WHICH SHOULD BE M15). (SS GRILL WITH WT. < 20 kg/sqm. AND WITH APPROVED MOTIFS) GL. 9. ALL R/F SHOULD BE CRS. FE-500 8 LEVELLING COURSE M-15 10. VOID FORMER SHOULD BE OF HDPE. 9 PAINTING FOR FOUNDATION AND SUBSTRUCTURE 11. PILING SHOULD BE DONE BY HYDRAULIC ROTARY RIG OF SUITABLE CAPACITY (MANDATORY). TO CONCRETE SURFACE IN CONTACT WITH EARTH 3 COAT OF COAL REFERENCE TAR EPOXY OF MINIMUM 240 MICRON DFT. 1) MAIN RAMP GAD -: NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 6 OF 18 SECTION FOR SOLID APPROACH FOR ALL OTHER SURFACES 3 COATS OF (SCALE 1:100) ANTI CARBONATION PAINT- 1 PRIMER + 2 COATS 2) MAIN RAMP GAD -: NMMC/VASHI-FLYOVER/MAIN-GEN/01/SHEET 7 OF 18 ALL PROVISIONS MADE IN THE DRAWING SHALL BE DEEMED TO BE INCLUDED IN SCOPE UP TO TOTAL 210 MICRON DFT. 3) RAMP GAD -: NMMC/VASHI-FLYOVER/RAMP-GEN/01/SHEET 9 OF 18 * OF WORK AND IN QUOTED COST.
CONSULTING ENGINEERS: 18-01-21 CLIENT: PROJECT: DATE SIGN NAVI MUMBAI MUNICIPAL CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION DRAWN VRP (SECTOR-17) VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON CORPORATION PALM BEACH ROAD ON EPC MODE. CHECKED IMK 15 A, PLOT, SECTOR, 1, 2, PALM BEACH RD, (Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) IMK TITLE: DESIGNED CBD BELAPUR, NAVI MUMBAI, MAHARASHTRA TYPICAL CROSS SECTION FOR MAIN FLYOVER (SHEET 3 OF 4)
TPF ENGINEERING PVT. LTD. CHECKED BHU 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED UMD 1 Vashi, Navi Mumbai - 400705 Tel: +912269063300 to 3330 SCALE REV. DATE OF DRG. NO.: REV. JOB NO.: NMMC-PB-01 REVISION DETAILS DRAWN DES. CHKD. APRD. NMMC/VASHI-FLYOVER/MAIN-CR/01/SHEET 8 OF 18 A1 E-mail: [email protected] Website: www.tpf.eu AS SHOWN NO. ISSUE R0 CAD FILE: D:\NAME/1.PROJECT/XXXXXX THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED N OF T - 00 OF 00 NAME/DD/MM/YYYY