Landscape redesign and upgradation

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TRAINING PORTFOLIO

6" dia pipe to be connected to well

S_05

1.9202.423

8" Ø

pipe

trench

20.54

4

RP-1Cover top finish level =100.341fOutgoing invert level =99.891

Distance from the last chamber=17.688m @1%=100.341-0.176= 100.165mFin ground level at 1st branch =100.165fOutgoing invert level at 1st junction=100.165-(0.228+0.200+0.210)=99.527m

20.268

Perforated pipe -01

0.4150.101

0.1010.4150.101

1.475

2.227

60 m ash track- 6 lanes ( 0.9 m X 6 no.s)Inner perimeter of track = 117 m

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REORGANIZED PLAN- GIRLS’ TOILETMEETINGS

SITE VISITS

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REORGANIZED PLAN- GIRLS’ TOILET

P15

P-19

8" Ø pipe to drain

6" dia pipe to be connected to well

20.34

1

Distance from the last chamber=20.270m @1%=100.165-0.202= 99.963mFin ground level at 1st branch =99.963fOutgoing invert level at 1st junction=99.963-(0.228+0.200+0.210)=99.325mDifference between fin gr level & invert = 0.638mOutgoing invert leading to convent well / 110mm Ø PVC pipe, CL2 /=99.325m (provide valve in inspection chamber at entry to convent well)

14.39

3

20.26

8

RP-2Cover top finish level =99.963fOutgoing invert level =99.325

Outgoing invert level =99.325 /

leading to convent well /

4" Ø PVC pipe, CL2 /=99.325m

1.500

Existing ground level

Existing drain invert level

Exist

ing ga

llery

outlin

e

0.100

0.600

0.100

0.100

1.401

Riser = 0.381Tread = 0.609

16mm MS bars to be rammedinto existing masonary , approx 0.228m, to anchor the PCC work above @ approx 6 ft ² grid

1:3 CM plaster to finishflush with 229x229x20mm thk terracotta tilesedge tiles

Exist

ing ga

llery

outlin

e

0.361

Riser = 0.381Tread = 0.609

0.6000.100

0.6630.282

100.292

1:3:6 PCC using 20mmdowngraded aggregate with nominal reinforcement

100.751

0.075

Distribution steel @ .3 c/c

Main reinforcement bars @ .45 c/c.

100.291Existing ground level

102.296

Riser = 0.381Tread = 0.609

0.439

Existing ground level

Section of SouthWest Gallery S-04 Section of NorthEast Gallery S-03

Section of NorthWest Gallery S-02Section of NorthWest Gallery S-01

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GALLERY SECTIONS

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LIGHTROOFING AND FOOTING DETAILS

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

0.415x0.415/12mm thk MSbase plate with provision for18mm Ø MS threaded bolts, projecting38 mm above footing surface,of 0.228m length set as assemblyat time of pouring of concrete tospecified spacing

10 mm bar @ .15 m c/c

10 mm bar @ .15 m c/c

0.100

SECTION OF UPPER FOOTING SECTION OF LOWER FOOTING


0.415x0.415/12mm thk MSbase plate with provision for18mm Ø MS threaded bolts, projecting38 mm above footing surface,of 0.228m length set as assemblyat time of pouring of concrete tospecified spacing

10 mm bar @ .15 m c/c

10 mm bar @ .15 m c/c

0.100

100.751

0.381

100.370

0.230


SECTION OF UPPER FOOTING SECTION OF LOWER FOOTING

100.751

Road

Wide

ning

Outlin

e / 1

00' R

OW

100.370

0.230


Existing granite slabs used as covers

0.130

0.884

0.1000.100

1.637

6.841

4.947

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

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AL

PRO

DU

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY A

N A

UTO

DESK

EDU

CA

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AL PR

OD

UC

T

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0.386

0.244

0.150

0.430

0.175

0.0860.548

0.068

0.050 0.050

100.299m

100.149m

40 mm downgraded aggregatesoil macadam hardcoreSoil to be filled and compacted

1:3:6 lean concrete

0.250 0.500 0.500 0.500 0.500 0.500 0.249

1.5370.136

0.394

0.086

0.086

3.2091.412

0.068

S_01

Existing building line

DEVELOPMENT OF AMENITIES AT ST. GEROSASCHOOL, MANGALORE

17-6-362/13(81), Basement Floor, Shalom Shopping Complex,Fr. Muller Road, Jeppu, Mangalore-575002Tel: +91 824 4252919 E-mail: [email protected] WASHBASIN TROUGH @ RENOVATED GIRLS' TOILET BLOCK

Sectional Elevation E-01

Plan of Trough

Key Plan

Section S-02

WASHING TROUGH DETAILS

0.641

1.500

3.754

0.600

1.800

0.600

1.800

0.100

1.800

3.806 1.500

1.500

99.968Existing ground level

0.0750.075

0.765

0.050

0.812

0.1000.415

0.100

0.075

0.075

0.075

0.110

0.306

0.100

0.7060.100

100.804

Riser = 0.150mTread = 0.300m

0.0750.075

0.765

0.050

0.812

0.1000.415

0.100

100.786

Existing stage profile

0.574

0.100

Section through stage Section through steps

PLAN

S-02S-01

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STAGE ENTRANCE STAIR AND DRAIN DETAILSLIGHTROOFING AND FOOTING DETAILS

100.751

0.381

100.370

0.230


96.790

96.540 depth of pit / hardcore starts above this

0.150

0.100

3.000

100.341f

0.101

99.891

0.150

0.100

0.3041.5240.3042.132

1.374

250gsm geotextile barrier

0.075 mm thick custom-made internal Ø 1.370m RCC rings with 6 perforations of Ø 75 mm.

75 mm downgraded aggregates

0892m x0892 m precast RCC cover-slab

6" Øinlet pipe 8" Ø outlet pipe

0.666

4.016

0.362 0.362

0.450

0.150

Precast RCC frame

0.2280.228 0.750

1.050

99.963f

0.200

99.325

0.150

8" Øinlet pipe 8" Ø outlet pipe

0.8480.6

38

To be detailed

Ground Precast RCC frame

0.228

1.050

0.691 0.6910.200

0.050RCC slab

0.698

0.150

RCC Side wall

In this level also provide4" out going invert leadingto convent well

0.288

0.848

0.774

0.1000.168 0.600 0.168

0.1001.136

0.100

0.636

0.200

0.936

44 mm pre cast rcc cover

0.200

0.6780.117 0.117

Outlet 6"Ø pipe

3"Øinlet / toilet roof

inlet 6"Ø pipe/trench

Angle section 50x50 /6 mm thk/fixed in to pcc

150mm solid PCC blockmasonary in one layer onlywith 18mm thk plaster intwo layer on inner side of I C

4" thk pcc bed using 1:2:4 mix&20mm aggregates

0.1000.117

0.0120.678 0.012 0.117 0.1001.136

150mm PCC with 18mm thkplaster in two layer on inner side

0.006 0.012

S_01

0.600

3"Øinlet / toilet roof

Outlet 6"Ø pipe

0.702

0.100

0.150 0.150

1.286

1.839

0.150

0.075 0.0040.892 0.004 0.0751.050

0.750

Outlet 6"Ø pipe

over flow pipe 6"ØInlet pipe 6"Ø pipe

0.1000.786

0.100

101.153f

0.150 0.750 0.1501.286

0.1180.118

99.890

0.600

4"thk hardcore using40mm aggregatesand soil

100mm thk RCC wall with18mm thk plaster in two layer on inner side

0.892m x 0.892 mm precast RCC cover16 no's /50 mm Øpipe for infiltration

precast RCC frame

0.118

0.892m x 0.892 mm precast RCC cover

101.153f0.8

19

Section through filtration tank

Plan/ Section- Trench

Scale 1:20

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DETAILS OF DRAINAGE COMPONENTS

0.500

PLAN

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REORGANIZED PLAN- GIRLS’ TOILET

REORGANIZED PLAN- GIRLS’ TOILET UPG

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SECTIONS- GIRLS’ TOILET

1. The finishes allowances are as follows: 12 mm thick plaster + 4 mm thk fixing mortar + 6-10 mm tilethickness

2. Provide 3 mm thk spacer for tile both flooring and daddoing.epoxy grout of Dubond make shall be used. spacers shall be ofPVC

3. All toilet shutters will be Sintex make, single leaf with SS hingesand Aluminium tower bolts. The masonry opening size shall be30" X 6'6"

4. The ceramic fixtures shall be as follows-Orrisa pan- Parryware Make, C0116 /530mm/White/Thrift-Urinal- ParryWare Make c0501/White/ Flatback-Washbasins, Parryware make- C0499/ 500mm/White Flair-WC- Parryware Make- C0287 Make/ 88 (S trap)/White/Petite-The plumbing fixtures shall be of Jaquar make- to be specified

5. The plumbing contractor is to furnish the list of fixtures to besupplied at the earliest. He shall also finalise the drainagearrangement after taking into consideration the currentarrangement

6. The door openings shall be topped by 100 mm deep RCC lintelwih nomial reinforcement

7. The ventilator will not need any lintels8. The floor levels in the individual toilets are sloped towards the

Orissa pan or the floor traps as the case maybe..

Section _01

Scale 1:35

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REORGANIZED PLAN- BOYS’ TOILET

TOILET 1 TOILET 4TOILET 2

TOILET 5 TOILET 7TOILET 6

2 EQ

TREA

DS @

300=

600

TOILET 3

2.759

0.890

1.021

2.598

S_01

0.410

1.462

1.012

1.228

0.400

1.228

0.675

0.595

0.617

0.300

1.605

0.635

1.927 1.949

0.202

0.438

0.436

0.236

EXISTING CORRIDOR

0.400

0.200

Plan

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SITE VISITS

DEMOLITION OF GIRLS’ TOILET FOR REORGANIZATION

DEMOLITION OF GIRLS’ TOILET FOR REORGANIZATION

PLUMBING WORKS COMPLETED GIRLS’ TOILET

MASONRY WORKS

PRECASTING OF CONCRETE RINGS FOR RECHARGE PITS @ SITE

PRELIMINARY ESTIMATE

SGS_civWORKSest_17061417th June 2014PROJECT : UPGRADATION OF SCHOOL PLAYGROUND AT ST. GEROSA HIGHSCHOOL, MANGALORE

Sl. No. Items of work/Description Quantity Unit Rate Total

(30.765X0.150)/2 X 32.021 73.884 cum 617 45586.43

Leveling work with excess soil to be spread over 73.884 cum 617 45586.4313675.93

104848.782.0.02.1.0

0.012 X 32.776 X 80.007 X 32.776 X 1

2.098 X 33.408

0.047 X 33.408 71.659 cum 3600 71.65

6.31 X 33.4 210.754 sqm 470 99054.38

Fixing and grouting of 228x100x38mm wire cut bricks for gallery edge, including pointing 3152 no.s 25 78800Contingencies and SundriesMiscellaneous @ 15%

233367.232.2.0

1.669 X 62.617 104.508 cum 617 64481.30PCC bed in gallery levelling works

0.012 X 5 X 64.5 3.870 cum 7408 28668.96Plaster In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete3.664 X 63.108 231.228 sqm 470 108677.02

2.2.4 Factory brick cladding 3050 no.s 25 76250

2.1.2

Total

Factory brick cladding

Using 1:5 CM mortar, including cost of dressing , scaffolding, transport, curing etc complete

Using 1:2:4 mix, including cost of material , scaffolding, transport, curing etc complete

2.2.1

2.1.5

1.0.0

Earthwork in excavation in cut and fill of playfield

2.2.3

2.2.2

2.1.4

2.1.3

Playfield Grading

earthwork in fillingNorth East Gallery

Galleries

30439.2045

Plaster In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete

3.375 cum 7408 25002.00

Earthwork in filling

Contingencies and Sundries, MiscellaneousTotal

2.1.1

Northwest Gallery PCC bed in gallery levelling works

Using 1:2:4 mix, including cost of material , scaffolding, transport, curing etc complete

Laterite Masonry in 1:5 CM

1/Estimate for works related to Upgradation of St. Gerosa High School grounds

Contingencies and SundriesMiscellaneous @ 15%

319788.87272.3.0 Southwest Gallery

Earthwork excavation for gallery foundation .509 m2 X 14.27 m = 7.160.464X 10.198 = 4.731 11.896 cum 617 7339.83Earthwork in filling2.181 m2 X 14.662 m 31.978 cum 617 19730.32Hardcore for foundations

0.105 X 14.270.095 X 14.66

0.240 X 14.66 6.408 cum 514 3293.7122.3.4 PCC works

0.128 m2 X 14.6620.128 m2 X 14.27 3.703 cum 7408 27431.82

2.3.5 PCC bed in gallery levelling works0.012 X 28.792 X 5 1.728 cum 7408 12797.47

2.3.6

Using 1:5 CM mortar, including cost of dressing , scaffolding, transport, curing etc complete

(1.294+ .055) X 14.0770.729 X 14.662 29.678 cum 3600 106842.50

2.3.7In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete3.844 X 28.792 110.676 sqm 470 52017.93

2.3.8 Factory brick cladding 1360 no.s 25 34000Contingencies and SundriesMiscellaneous @ 15%

302971.61856127.72

3.0.0 Stormwater drainage3.1.03.1.1 Earthwork in excavation works

0.65 m2 X 29.584 m 19.230 cum 617 11864.663.1.2 Hardcore for foundations

0.070 X 29.584 2.071 cum 514 1064.433.1.3 PCC bed in drains

0.093 m2 X 29.5842.753 cum 7408 20394.22

3.1.4 PCC to create L profile for placement of cover0.0147 X 2 X 29.584 0.870 cum 7408 6443.25

3.1.5 PCC solid block masonry Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete.0838 X 2 X 29.584 4.958 cum 3290 16312.74

TotalTotal- Galleries

2.3.3

2.3.2

Total

39518.04

2.3.1

2.2.5

Plaster

Laterite Masonry in 1:5 CM

41711.59

NorthWest drains


3.1.6 Plaster in drain1.339 X 29.584 39.613 sqm 470 18618.10

3.1.7 RCC works- PrecastPerforated covers as panels using nominal steel0.5 x .45 panel 65 units 340 22100

3.1.8 Contigencies and sundries, Miscellaneous 14519.61111317.02

3.2.0 NorthEast drains3.2.1 earthwork in excavation works

0.887 m2 X 63.108 m 55.977 cum 617 34537.683.2.2 Hardcore

0.081 X 63.108 m5.112 cum 514 2627.438472

3.2.3 PCC bed in drains 0.108 X 63.108 6.816 cum 7408 50490.44

3.2.3 PCC to create L profile for placement of cover0.016 X 2 X 63.108 2.019 cum 7408 14960.13

3.2.4 PCC solid block masonry Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete0.127 X 2 X 63.108 16.029 cum 3290 52736.83



3.2.7 Contigencies and sundries, Miscellaneous 42006.14322047.10

3.3.0 SouthEast Drains3.3.1 Earthwork in excavation works

0.65 m2 X 38.697 m 25.153 cum 617 15519.433.3.2 Hardcore for foundations

0.070 x 38.697 m 2.709 cum 514 1392.323.3.3 PCC bed in drains

0.093 X 38.697 3.599 cum 7408 26660.073.3.4 PCC to create L profile for placement of cover

0.016 X 2 X 38.697 1.238 cum 7408 9173.363.3.5 PCC solid block masonry

Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete0.0838 X 2X 38.697 6.486 cum 3290 21337.68



3.3.8 Contigencies and sundries, Miscellaneous 19100.41

Total

Total

3/Estimate for works related to Upgradation of St. Gerosa High School grounds146436.44

4.0.0 Gallery CanopySloped corrugated galvalume lined steel frame canopy for galleries 160 m2 2421 387500

Contigencies and sundries, Miscellaneous 58125TOTAL 445625

5.0.0 Recharge Wells5.1.0 Earthwork excavation for recharge detention tank

5.430 X 2.653 X2 28.812 cum 617 17776.745.2..0 Hardcore using 40 mm downgraded macadam for recharge well

5.430 X 0.1X2 1.086 cum 514 558.205.3.0 PCC works in foundation

5.430 X 0.15 X 2 1.629 cum 7408 12067.635.4.0 Cast-in-situ RCC works

Recharge pit cover 10500/ cum

5.43 X .15 X 2 no.s3000/cov

er for steel

5.5.0 Perforated circular Rings 14 NO.S 4000 560005.6.0 Geotextile 24.27 sqm 20 485.475.7.0 Aggregates

2.8063 X 2.15.8.0 Contigencies and sundries, Miscellaneous 16985.07313

TOTAL 130218.8946.0.0

Currently the students need to walk a considerable distance to reach the external toilets.

The toilets proposed to be reorganized to improve access and avoid crossing through playground.

Contigencies and sundries, Miscellaneous 111482.4Total 854698.4External Illumination 100000

Contigencies and sundries, Miscellaneous 15000115000

3086319.36

46.451 m2 16000 743216

1.629 cum 23104.5

TotalGrand Total

5.893 cum 550 3241.27

total

Reorganising Toilets


RECHARGE PIT EXCAVATION- GEOTEXTILE BARRIER-CONCRETE RINGS SET IN PLACE

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MEETINGS

SITE VISITSEXCAVATION FOR DRAIN ABUTTING STAGE STAIRS

iMAGE FROM MEETING HELD ON 2ND OCTOBER, 2014, TO PRIMARILY DISCUSS THE QUANTUM OF WORKS INVOLVED AND BUDGETING.

PCC BED FOR NORTH WEST GALLERY FOUNDATIONS CENTERING FOR PCC OF DRAIN AT BUILDING REAR

Minutes of the meeting held on 27 October, 2014 @ 5:30 PM

A meeting was held on Octobet 27, 2014 @ St. Gerosa High School Convent Hall to discuss the works done as well proceedings, with time limits provided for each item of work. The meeting saw the presence of Mr. Sitaram Kottary, the contractor for the project, Mr. Mokshit, the site supervisor, Sister Emma, the headmistress of St. Gerosa High School, Ar. Ashok Mendonca, the architect and Lata and Shershada from Mendonca Associates.

1. The completion of the toilet for girls and upper toilet for boys’ is the priority. This is to be completed and handed over by November 8, 2013.

2. The drain behind the building is to be completed by 3rd Novemeber, 2014 in all respects.

3. The reworking of plumbing lines were discussed and it was agreed to act on the same. The existing roof top tanks will be placed on a newly constructed slab on the upper boy’s toilet and the rerouting of supply lines were discussed.

4. The drain covers will be precast at Modern Cement Works as per drawings issued and brought to site.

DEMOLITION OF UPPER TOILET (BOYS’ BLOCK)

Landscape redesign and upgradation

Documents

Transcript of Landscape redesign and upgradation