Shershada_Architecture Portfolio
Collection of selected works from design school and internships.
Collection of selected works from design school and internships.
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Outlet 6"Ø pipe<br />
99.890<br />
0.150<br />
2 mm precast RCC cover<br />
0.075<br />
precast RCC frame<br />
0.150<br />
00<br />
1.839 0.150<br />
er flow pipe 6"Ø<br />
100mm thk RCC wall with<br />
18mm thk plaster in two layer<br />
on inner side<br />
0.100<br />
4"thk hardcore using<br />
40mm aggregates<br />
and soil<br />
GRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE<br />
Key Plan<br />
0.100<br />
0.200<br />
3"Øinlet / toilet roof<br />
100.299m<br />
100.149m<br />
Section S-02<br />
0.117 0.678<br />
0.012<br />
1.136<br />
Angle section 50x50 /6 mm thk/fixed in to pcc<br />
44 mm pre cast rcc cover<br />
0.006 0.012<br />
0.117 0.678<br />
0.117<br />
0.702<br />
150mm PCC with 18mm thk<br />
3"Øinlet / toilet roof<br />
plaster in two layer on inner side<br />
0.774<br />
0.168 0.600 0.168<br />
0.100<br />
1.136<br />
Plan/ Section- Trench<br />
0.386 0.244<br />
0.086<br />
0.150<br />
0.200<br />
inlet 6"Ø pipe/trench<br />
0.600<br />
0.288<br />
0.548<br />
1.050<br />
99.963f<br />
In this level also provide<br />
8" Øinlet pipe 8" Ø outlet pipe<br />
4" out going invert leading<br />
99.325to convent well<br />
0.691 0.691<br />
RCC slab<br />
To be detailed<br />
0.050<br />
0.200<br />
0.012<br />
0.848<br />
0.117<br />
FILTER TANK<br />
Scale 1:20<br />
0.175<br />
0.430<br />
0.050 0.050<br />
Outlet 6"Ø pipe<br />
S_01<br />
0.636 0.200<br />
0.936<br />
Outlet 6"Ø pipe<br />
0.100<br />
0.068<br />
0.100<br />
0.100<br />
150mm solid PCC block<br />
masonary in one layer only<br />
with 18mm thk plaster in<br />
two layer on inner side of I C<br />
4" thk pcc bed using 1:2:4 mix<br />
&20mm aggregates<br />
DETAILS<br />
0.638<br />
0.150<br />
0.228<br />
0.698<br />
0.150<br />
0.848<br />
Sectional Elevation E-01<br />
Plan of Trough<br />
1:3:6 lean concrete<br />
4.016<br />
0.101<br />
0.150<br />
0.100<br />
Existing building line<br />
0.666<br />
3.000<br />
Ground<br />
Precast RCC frame<br />
RCC Side wall<br />
40 mm downgraded aggregate<br />
soil macadam hardcore<br />
Soil to be filled and compacted<br />
0.250 0.500 0.500 0.500 0.500 0.500 0.249<br />
1.412<br />
S_01<br />
0.136<br />
3.209<br />
17-6-362/13(81), Basement Floor, Shalom Shopping Complex,<br />
Fr. Muller Road, Jeppu, Mangalore-575002<br />
Tel: +91 824 4252919 E-mail: ma_architects@rediffmail.com<br />
0892m x0892 m precast RCC cover-slab<br />
1.050<br />
100.341f<br />
Precast RCC frame<br />
6" Øinlet pipe 8" Ø outlet pipe<br />
99.891<br />
0.304<br />
WATER TROUGH<br />
0.150<br />
0.450<br />
0.228 0.750<br />
0.362 0.362<br />
1.374<br />
1.524<br />
2.132<br />
1.537<br />
0.228<br />
0.086<br />
DETAILS<br />
DEVELOPMENT OF AMENITIES AT ST. GEROSA<br />
SCHOOL, MANGALORE<br />
WASHBASIN TROUGH @ RENOVATED GIRLS' TOILET BLOCK<br />
0.394<br />
0.068<br />
0.086<br />
0.150<br />
0.100<br />
0.304<br />
250gsm geotextile barrier<br />
96.790<br />
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE<br />
0.075 mm thick custom-made<br />
internal Ø 1.370m RCC rings<br />
with 6 perforations of Ø 75 mm.<br />
75 mm downgraded aggregates<br />
96.540 depth of pit /<br />
hardcore starts above this<br />
DETAILS OF DRAINAGE COMPONENTS<br />
0.150 0.118<br />
0.750 0.118 0.150<br />
1.286<br />
16 no's /50 mm Øpipe for infiltration<br />
1.050<br />
0.892m x 0.892 mm precast RCC cover<br />
0.075 0.004<br />
0.004 0.075<br />
0.892101.153f<br />
Inlet pipe 6"Ø pipe<br />
0.892m x 0.892 mm precast RCC cover<br />
0.600<br />
101.153f<br />
0.750<br />
0.819<br />
0.150 0.786<br />
0.150<br />
0.100<br />
0.100<br />
1.286<br />
Section through filtration tank<br />
0.118<br />
precast RCC frame<br />
Outlet 6"Ø pipe<br />
1.839 0.150<br />
over flow pipe 6"Ø<br />
99.890<br />
100mm thk RCC wall with<br />
18mm thk plaster in two layer<br />
on inner side<br />
0.100<br />
4"thk hardcore using<br />
40mm aggregates<br />
and soil<br />
0.100<br />
0.200<br />
3"Øinlet / toilet roof<br />
0.117 0.678<br />
0.012<br />
1.136<br />
Angle section 50x50 /6 mm thk/fixed in to pcc<br />
44 mm pre cast rcc cover<br />
0.006 0.012<br />
0.117 0.678<br />
0.117<br />
0.702<br />
150mm PCC with 18mm thk<br />
3"Øinlet / toilet roof<br />
plaster in two layer on inner side<br />
0.774<br />
0.200<br />
inlet 6"Ø pipe/trench<br />
0.600<br />
0.168 0.600 0.168<br />
0.100<br />
1.136<br />
Plan/ Section- Trench<br />
Scale 1:20<br />
0.288<br />
1.050<br />
99.963f<br />
0.638<br />
In this level also provide<br />
8" Øinlet pipe 8" Ø outlet pipe<br />
4" out going invert leading<br />
99.325to convent well<br />
0.200<br />
0.117<br />
0.012<br />
0.848<br />
Outlet 6"Ø pipe<br />
S_01<br />
0.636 0.200<br />
0.936<br />
Outlet 6"Ø pipe<br />
0.100<br />
0.100<br />
0.228<br />
0.691 0.691<br />
To be detailed<br />
0.050<br />
0.100<br />
150mm solid PCC block<br />
masonary in one layer only<br />
with 18mm thk plaster in<br />
two layer on inner side of I C<br />
4" thk pcc bed using 1:2:4 mix<br />
&20mm aggregates<br />
0.150<br />
0.698<br />
0.150<br />
0.848<br />
Ground<br />
4.016<br />
0.101<br />
0.150<br />
0.100<br />
0.666<br />
3.000<br />
Precast RCC frame<br />
RCC Side wall<br />
RCC slab<br />
0892m x0892 m precast RCC cover-slab<br />
1.050<br />
100.341f<br />
6" Øinlet pipe 8" Ø outlet pipe<br />
99.891<br />
0.304<br />
0.228 0.750<br />
0.150<br />
0.450<br />
0.362 0.362<br />
1.374<br />
1.524<br />
2.132<br />
0.228<br />
0.150<br />
0.100<br />
Precast RCC frame<br />
0.304<br />
250gsm geotextile barrier<br />
0.075 mm thick custom-made<br />
internal Ø 1.370m RCC rings<br />
with 6 perforations of Ø 75 mm.<br />
75 mm downgraded aggregates<br />
96.790<br />
96.540 depth of pit /<br />
hardcore starts above this<br />
DETAILS OF DRAINAGE COMPONENTS<br />
UPGRADATION OF AMNETIES @ ST. GEROSA HIGH SCHOOL, MANGALORE<br />
SGS_civWORKSest_170614<br />
17 th June 2014<br />
PROJECT : UPGRADATION OF SCHOOL PLAYGROUND AT ST. GEROSA HIGH<br />
SCHOOL, MANGALORE<br />
Sl. No. Items of work/Description Quantity Unit Rate Total<br />
Playfield Grading<br />
Earthwork in excavation in cut and fill of playfield<br />
(30.765X0.150)/2 X 32.021 73.884 cum 617 45586.43<br />
1.0.0 Earthwork in filling<br />
Leveling work with excess soil to be spread over 73.884 cum 617 45586.43<br />
Contingencies and Sundries, Miscellaneous<br />
Total<br />
2.0.0 Galleries<br />
2.1.0 Northwest Gallery<br />
PCC bed in gallery levelling works<br />
13675.93<br />
104848.78<br />
Using 1:2:4 mix, including cost of material , scaffolding, transport, curing etc complete<br />
2.1.1<br />
0.012 X 32.776 X 8<br />
3.375 cum 7408 25002.00<br />
0.007 X 32.776 X 1<br />
Laterite Masonry in 1:5 CM<br />
Using 1:5 CM mortar, including cost of dressing , scaffolding, transport, curing etc complete<br />
2.1.2<br />
2.098 X 33.408<br />
0.047 X 33.408 71.659 cum 3600 71.65<br />
Plaster<br />
2.1.3 In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete<br />
6.31 X 33.4 210.754 sqm 470 99054.38<br />
Factory brick cladding<br />
2.1.4 Fixing and grouting of 228x100x38mm wire cut bricks<br />
for gallery edge, including pointing 3152 no.s 25 78800<br />
Contingencies and Sundries<br />
2.1.5<br />
30439.2045<br />
Miscellaneous @ 15%<br />
Total<br />
233367.23<br />
2.2.0 North East Gallery<br />
earthwork in filling<br />
2.2.1<br />
1.669 X 62.617 104.508 cum 617 64481.30<br />
PCC bed in gallery levelling works<br />
2.2.2 Using 1:2:4 mix, including cost of material , scaffolding, transport, curing etc complete<br />
0.012 X 5 X 64.5 3.870 cum 7408 28668.96<br />
Plaster<br />
2.2.3 In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete<br />
3.664 X 63.108 231.228 sqm 470 108677.02<br />
2.2.4 Factory brick cladding 3050 no.s 25 76250<br />
2.2.5 Contingencies and Sundries<br />
Miscellaneous 1/Estimate @ for 15% works related to Upgradation of St. Gerosa High School grounds<br />
Total<br />
41711.59<br />
319788.8727<br />
2.3.0<br />
2.3.1<br />
Southwest Gallery<br />
Earthwork excavation for gallery foundation<br />
.509 m 2 X 14.27 m = 7.16<br />
0.464X 10.198 = 4.731 11.896 cum 617 7339.83<br />
Earthwork in filling<br />
2.3.2<br />
2.181 m2 X 14.662 m 31.978 cum 617 19730.32<br />
Hardcore for foundations<br />
0.105 X 14.27<br />
2.3.3<br />
0.095 X 14.66<br />
0.240 X 14.66 6.408 cum 514 3293.712<br />
2.3.4 PCC works<br />
0.128 m 2 X 14.662<br />
0.128 m 2 X 14.27 3.703 cum 7408 27431.82<br />
2.3.5 PCC bed in gallery levelling works<br />
0.012 X 28.792 X 5 1.728 cum 7408 12797.47<br />
2.3.6 Laterite Masonry in 1:5 CM<br />
Using 1:5 CM mortar, including cost of dressing , scaffolding, transport, curing etc complete<br />
(1.294+ .055) X 14.077<br />
0.729 X 14.662 29.678 cum 3600 106842.50<br />
2.3.7 Plaster<br />
In 1:3 CM mix, 18mm thk plastered in 2 layers including cost of scaffolding, curing etc complete<br />
3.844 X 28.792 110.676 sqm 470 52017.93<br />
2.3.8 Factory brick cladding 1360 no.s 25 34000<br />
Contingencies and Sundries<br />
39518.04<br />
Miscellaneous @ 15%<br />
Total<br />
Total- Galleries<br />
302971.61<br />
856127.72<br />
3.0.0 Stormwater drainage<br />
3.1.0<br />
3.1.1<br />
NorthWest drains<br />
Earthwork in excavation works<br />
0.65 m 2 X 29.584 m 19.230 cum 617 11864.66<br />
3.1.2 Hardcore for foundations<br />
0.070 X 29.584 2.071 cum 514 1064.43<br />
3.1.3 PCC bed in drains<br />
0.093 m 2 X 29.584<br />
2.753 cum 7408 20394.22<br />
3.1.4 PCC to create L profile for placement of cover<br />
0.0147 X 2 X 29.584 0.870 cum 7408 6443.25<br />
3.1.5 PCC solid block masonry<br />
Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete<br />
.0838 X 2 X 29.584 4.958 cum 3290 16312.74<br />
2/Estimate for works related to Upgradation of St. Gerosa High School grounds<br />
3.1.6 Plaster in drain<br />
1.339 X 29.584 39.613 sqm 470 18618.10<br />
3.1.7 RCC works- Precast<br />
Perforated covers as panels using nominal steel<br />
0.5 x .45 panel 65 units 340 22100<br />
3.1.8 Contigencies and sundries, Miscellaneous<br />
Total<br />
14519.61<br />
111317.02<br />
3.2.0 NorthEast drains<br />
3.2.1 earthwork in excavation works<br />
0.887 m 2 X 63.108 m 55.977 cum 617 34537.68<br />
3.2.2 Hardcore<br />
0.081 X 63.108 m<br />
5.112 cum 514 2627.438472<br />
3.2.3 PCC bed in drains<br />
0.108 X 63.108 6.816 cum 7408 50490.44<br />
3.2.3 PCC to create L profile for placement of cover<br />
0.016 X 2 X 63.108 2.019 cum 7408 14960.13<br />
3.2.4 PCC solid block masonry<br />
Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete<br />
0.127 X 2 X 63.108 16.029 cum 3290 52736.83<br />
3.2.5 Plaster in drain<br />
2.127 X 63.108 134.231 sqm 470 63088.44<br />
3.2.6 RCC works- Precast<br />
Perforated covers as panels using nominal steel<br />
0.5 x .45 panel 140 units 440 61600<br />
3.2.7 Contigencies and sundries, Miscellaneous<br />
Total<br />
42006.14<br />
322047.10<br />
3.3.0 SouthEast Drains<br />
3.3.1 Earthwork in excavation works<br />
0.65 m 2 X 38.697 m 25.153 cum 617 15519.43<br />
3.3.2 Hardcore for foundations<br />
0.070 x 38.697 m 2.709 cum 514 1392.32<br />
3.3.3 PCC bed in drains<br />
0.093 X 38.697 3.599 cum 7408 26660.07<br />
3.3.4 PCC to create L profile for placement of cover<br />
0.016 X 2 X 38.697 1.238 cum 7408 9173.36<br />
3.3.5 PCC solid block masonry<br />
Using 1:5 CM mortar, including cost of scaffolding, transport, curing etc complete<br />
0.0838 X 2X 38.697 6.486 cum 3290 21337.68<br />
3.3.6 Plaster in drain<br />
1.339 X 38.697 51.815 sqm 470 24353.18<br />
3.3.7 RCC works- Precast<br />
Perforated covers as panels using nominal steel<br />
0.5 x .45 panel 85 units 340 28900<br />
3.3.8 Contigencies and sundries, Miscellaneous 19100.41<br />
total<br />
146436.44<br />
4.0.0 Gallery 3/Estimate Canopy for works related to Upgradation of St. Gerosa High School grounds<br />
Sloped corrugated galvalume lined steel frame canopy<br />
160 m 2 2421 387500<br />
for galleries<br />
Contigencies and sundries, Miscellaneous 58125<br />
TOTAL 445625<br />
Recharge Wells<br />
5.0.0<br />
5.1.0 Earthwork excavation for recharge detention tank<br />
5.430 X 2.653 X2 28.812 cum 617 17776.74<br />
Hardcore using 40 well<br />
5.2..0 mm downgraded macadam for recharge<br />
5.430 X 0.1X2 1.086 cum 514 558.20<br />
PCC works 5.3.0 in foundation<br />
5.430 X 0.15 X 2 1.629 cum 7408 12067.63<br />
Cast-in-situ RCC 5.4.0 works<br />
10500/<br />
Recharge pit cover<br />
cum<br />
3000/cov<br />
1.629 cum 23104.5<br />
5.43 X .15 X 2 no.s<br />
er for<br />
steel<br />
5.5.0 Perforated circular Rings 14 NO.S 4000 56000<br />
5.6.0 Geotextile 24.27 sqm 20 485.47<br />
5.7.0 Aggregates<br />
5.893 cum 550 3241.27<br />
2.8063 X 2.1<br />
5.8.0 Contigencies and sundries, Miscellaneous 16985.07313<br />
TOTAL 130218.894<br />
6.0.0 Reorganising Toilets<br />
Currently the students need to walk a considerable<br />
distance to reach the external toilets.<br />
46.451 m 2 16000 743216<br />
The toilets proposed to be reorganized to improve<br />
access and avoid crossing through playground.<br />
Contigencies and sundries, Miscellaneous 111482.4<br />
Total 854698.4<br />
External Illumination 100000<br />
Contigencies and sundries, Miscellaneous<br />
15000<br />
Total<br />
115000<br />
Grand Total<br />
3086319.36<br />
4/Estimate for works related to Upgradation of St. Gerosa High School grounds<br />
PRELIMINARY ESTIMATE
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