Stellar · Plot 208B · Revision F/G · 29 Aug 2026
208B · Civil materials -- structure & foundation DESIGN INTENT / COORDINATION -- not IFC, not a bar-bending schedule, not a contractor quote. Iron (saria) by diameter and tonnes, RMC M25 by element and mixer trips (rate not quoted), AAC 8 in / 6 in / 4 in boundary, cement bricks for plinth stem only. Rates are Rajesh expected/approx 29 Aug 2026. Stair is a dog-leg (straight waist), not curved; steel already counted as four flights. Member sizes are an SE hold. Do not invent SBC.
Soil report outstanding -- footings and founding are placeholders No geotechnical report has been received. Isolated footings 5-0 x 5-0 x 1-6 and a 4-6 founding depth are COORDINATION only. Do not invent SBC. Reissue before excavation. Column 230 x 450 mm on this sheet is a takeoff assumption; C-01 still reads 230 x 600 mm. Both are PROVISIONAL pending the structural engineer to IS 13920 (Seismic Zone IV).
Drawing hold -- AAC thickness / boundary Drawings tag EXT 200 mm AAC / INT 100 mm Zmart AAC. This takeoff uses 8 in (200 mm) external (now matching the drawings), 6 in (150 mm) internal (drawings still 100 mm), and 4 in AAC x 6-0 for the plot boundary. Superstructure is AAC, not clay. RCC bricks are plinth stem only -- not compound backing. South F2C and the two large north lights are deducted. South compound stone face is a finish, not this sheet.
Headline totals (with wastage) -- DESIGN INTENT Steel Fe 500D 24.06 t (itemised 22.91 t). RMC M25 206.9 m3 (35 x 6 m3 mixers, rate not quoted). AAC 8 in 2,747. AAC 6 in 3,941. AAC 4 in boundary 938. Cement bricks 26,781 nos (51.0 m3, plinth stem). Expected raw-material subtotal ₹22,87,694.50 (no GST / labour / RMC / finishes). Not IFC.
Project
PLOT 208B
Residence · GMADA New Chandigarh
Plot 50'-0" × 90'-0" · 500 sq yd
Prepared by Stellar · issued for coordination
Discipline
ARCHITECTURAL
Structure & foundation · takeoff
Drawing
MATERIALS -- STEEL & RMC
Rev F/G · 29 Aug 2026
Sheet
C-10
N.T.S. at A3
A3 landscape
Status
DESIGN INTENT
COORDINATION
Not for construction. Member sizes
provisional pending SE. Not IFC.
DESIGN INTENT · COORDINATION · NOT IFC · NOT BBS 208B · Civil materials -- structure & foundation · Rev F/G · Fe 500D · RMC M25 · Seismic Zone IV Locked geometry A 4-4 B 16-0 C 29-6 D 44-8 / 1 12-0 2 29-9 3 47-6 4 58-6 5 75-0 · Palatino italic on the drawings. Member sizes PROVISIONAL pending SE and soil report. Typical residential Zone IV intent -- not a BBS. STEEL +5% 24.06 t Fe 500D TMT RMC M25 +3% 206.9 m3 35 x 6 m3 mixers AAC 8 in +5% 2,747 nos 625x250x200 mm AAC 6 in +5% 3,941 nos 625x250x150 mm AAC 4 in BND 938 nos 6-0 high, assumed rate RAW MAT. SUB ₹22,87,694.50 RMC / GST / labour out STEEL BY MEMBER · Fe 500D TMT · IS 1786 · DESIGN INTENT Member (INTENT, not BBS) 8 mm kg 10 mm 12 mm 16 mm 20 mm kg t Columns 20 house 719 - - 659 3085 4463 4.46 Porch pillars 2 68 - - 63 294 425 0.43 Footings bottom mesh 12 both ways @150 - - 784 - - 784 0.78 Plinth beams 4-16 long - - - 961 - 961 0.96 Plinth beams 2-12 long - - 270 - - 270 0.27 Plinth stirrups 8 @150 328 - - - - 328 0.33 F/R beams 3-20 (17'-9" spans) - - - - 3870 3870 3.87 F/R beams 2-16 top - - - 1653 - 1653 1.65 F/R beams 1-12 hanger/extra - - 465 - - 465 0.46 F/R stirrups 8 @100/150 1803 - - - - 1803 1.80 Slabs 10 both ways @150 bottom - 5802 - - - 5802 5.80 Slabs 8 extra top ~40% both ways 1486 - - - - 1486 1.49 Lintels 2-12 - - 135 - - 135 0.13 Lintels 2-10 - 94 - - - 94 0.09 Lintels 8 stirrups 133 - - - - 133 0.13 Stair waist 12 main - - 70 - - 70 0.07 Stair waist 8 dist 35 - - - - 35 0.03 Sump 12 (small) - - 71 - - 71 0.07 Sump 8 16 - - - - 16 0.02 Kerb 10 - 52 - - - 52 0.05 TOTAL ITEMISED 4588 5947 1795 3336 7249 22914 22.91 + 5% wastage - - - - - 24060 24.06 STEEL BY DIAMETER · order TMT Fe 500D · +5% wastage on the last columns Dia Unit wt Running m Running ft kg item t item kg +5% t +5% 8 mm 0.395 kg/m 11614 m 38105 rft 4588 kg 4.59 t 4817 kg 4.82 t 10 mm 0.617 kg/m 9638 m 31622 rft 5947 kg 5.95 t 6244 kg 6.24 t 12 mm 0.888 kg/m 2021 m 6630 rft 1795 kg 1.79 t 1884 kg 1.88 t 16 mm 1.580 kg/m 2111 m 6927 rft 3336 kg 3.34 t 3503 kg 3.50 t 20 mm 2.466 kg/m 2940 m 9645 rft 7249 kg 7.25 t 7612 kg 7.61 t ALL DIA - 28325 m 92928 rft 22914 22.91 24060 24.06 BAR INTENT BY ELEMENT · sizes named · not a cutting length / BBS Element Main bars Links / dist. Takeoff note Columns / porch pillars 6-20 mm + 2-16 mm main 8 mm stirrups @ 150 / 100 c/c 230x450 takeoff (C-01 says 230x600) Plinth / grade beams 4-16 mm + 2-12 mm 8 mm stirrups @ 150 230x300 on locked grid Floor / roof beams 3-20 + 2-16 + 1-12 8 mm @ 100 near support / 150 mid 230x450 · longest span 17-9 Slabs 125 mm 10 mm @ 150 both ways bot. 8 mm extra top ~40% GF/FF minus atrium · roof minus skylight Footings 12 mm both ways @ 150 bottom mesh, 50 mm cover 5-0 x 5-0 x 1-6 INDICATIVE Lintels 2-12 mm + 2-10 mm 8 mm stirrups @ 150 230x150 · not F2C / N lights RMC BY ELEMENT (grouped) · M25 ALL structural RCC · Zone IV · full list in CSV Element Grade Method m3 +3% m3 Footings 20 house + 2 porch M25 5-0 x 5-0 x 1-6 INDICATIVE 23.36 24.06 Columns 20 + porch pillars 2 M25 230x450 · C-01 drawing says 230x600 21.49 22.13 Plinth beams 230x300 on grid M25 locked 4 x 5, atrium ring kept 9.54 9.83 Floor/roof beams 230x450 M25 3 levels + porch/balcony edge 49.22 50.70 Slabs 125 mm GF+FF+roof+mumty M25 minus atrium / skylight 88.15 90.80 Stair + lintels + kerb + sump M25 west well, 50 lintels, 6000 L 9.13 9.41 TOTAL M25 RMC M25 ALL structural -- NOT M20 columns 200.90 206.92 Order 35 mixers x 6 m3 M25 Chandigarh transit +3% wastage - 206.92 Cross-check: 22914 kg itemised / 200.90 m3 RCC = 114 kg/m3 (band 80-100; Zone IV + 17-9 sits high). PCC M10 is SITE-MIX, not RMC. C-10 · Steel by member and diameter · RMC M25 by element · DESIGN INTENT
Project
PLOT 208B
Residence · GMADA New Chandigarh
Plot 50'-0" × 90'-0" · 500 sq yd
Prepared by Stellar · issued for coordination
Discipline
ARCHITECTURAL
AAC 8 / 6 / 4 · plinth bricks · PCC · cost
Drawing
MATERIALS -- MASONRY & FOUNDATION
Rev F/G · 29 Aug 2026
Sheet
C-11
N.T.S. at A3
A3 landscape
Status
DESIGN INTENT
COORDINATION
Not for construction. Member sizes
provisional pending SE. Not IFC.
DESIGN INTENT · COORDINATION · NOT IFC · NOT BBS USER sizes: AAC 8 in (200 mm) EXT / AAC 6 in INT / AAC 4 in boundary x 6-0. Drawings already 200 mm EXT; INT drawings still 100 mm Zmart -- HOLD. Superstructure is AAC, not clay. RCC bricks = plinth stem only. AAC 8 INCH · EXTERNAL WALLS · USER SIZE (drawings already 200 mm) · 625 x 250 x 200 mm AAC 8 in (200 mm) EXTERNAL Basis m2 Blocks GF external (envelope - openings) 207 ft x 11-0 - F2C/windows/doors 161.3 m2 - FF external (house + balcony-facing) 185 ft x 11-0 - N lights / E-W modules 135.5 m2 - Roof parapet +9915 terrace perimeter x 1.70 m (M2 field) 107.8 m2 - Mumty walls +12015 stair well 11-8 x 11-0 x 2.10 m - door 27.2 m2 - NET AREA / BLOCKS 625x250x200 face 0.1651 m2/block (10 mm joint) t=8 in 431.8 m2 2615 + 5% wastage · ORDER common Indian AAC 625x250x200 mm - 2747 AAC 6 INCH · INTERNAL WALLS · USER SIZE · 625 x 250 x 150 mm AAC 6 in (150 mm) INTERNAL Basis m2 Blocks GF internal partitions 376 ft x 11-0 - 8-0 door leaves 357.0 m2 - FF internal partitions 278 ft x 11-0 - 8-0 door leaves 262.6 m2 - NET AREA / BLOCKS 625x250x150 same face module, 150 mm thick 619.5 m2 3752 + 5% wastage · ORDER common Indian AAC 625x250x150 mm - 3941 AAC 4 INCH · COMPOUND 6-0 HIGH · NOT CEMENT-BRICK BACKING · 625 x 250 x 100 mm AAC 4 in BOUNDARY / COMPOUND Basis m2 Blocks Plot perimeter minus SW gate 2x(50+90) - 12-0 veh - 3-6 ped = 264.5 ft - - Height 6-0 · thickness 4 in face 0.1651 m2/block t=102 mm 147.4 m2 893 + 5% wastage · ORDER 625x250x100 mm · rate ASSUMED pro-rata, not quoted - 938 Stone face (south) finish only -- not this purchase sheet - - FOUNDATION STEM · PLINTH INFILL ONLY · 230 x 110 x 75 mm · NOT COMPOUND RCC / cement bricks (plinth stem only) Basis m3 Nos Plinth / stem under walls footing top to plinth soffit 1.41 m x 8 in x GF wall lines 51.01 m3 - Compound backing NONE -- boundary is 4 in AAC x 6-0 (above) - - TOTAL / +5% ORDER solid cement brick 230x110x75, plinth stem ONLY 51.01 m3 26781 EXPECTED RAW MATERIAL COST · NOT A CONTRACTOR QUOTE · RMC NOT QUOTED · 4 in RATE ASSUMED Expected raw material (29 Aug 2026, Rajesh) Qty with wastage Rate INR Amount Iron Fe 500D TMT 24.06 t ₹55,000 / t ₹13,23,300 Cement 50 kg (site-mix only) 232 bags ₹400 / bag ₹92,800 RCC / cement bricks 26781 nos ₹9.50 / brick ₹2,54,419.50 AAC 8 inch 2747 nos ₹100 / block ₹2,74,700 AAC 6 inch 3941 nos ₹75 / block ₹2,95,575 AAC 4 inch boundary [ASSUMED] 938 nos ₹50 / block (assumed) ₹46,900 SUBTOTAL these six lines RMC / GST / labour / cartage / finishes out expected/approx ₹22,87,694.50 OTHER · PCC · DPC · SHUTTERING · UNPRICED LINES (rate not quoted) Other -- structure & foundation Spec Basis Qty PCC blinding under footings M10 1:4:8 site-mix 22 x 1.824x1.824x0.102 7.44 m3 PCC under plinth strips M10 1:4:8 site-mix 0.45 m wide x 4 in x wall lines 8.12 m3 Sand filling in plinth 150 mm over earth fill 221 m2 x 0.15 33.2 m3 DPC + waterproofing 40 mm M20 site-mix on EXT 8 in + INT 6 in wall lines 1.20 m3 Shuttering ply + battens RENTAL, rate not quoted foot+col+beam 3-side+slab soffit 1711 m2 Cover / chairs / wire rate not quoted 6713 + 2820 nos + 241 kg - Anti-termite (foundation) IS 6313, rate not quoted trench bottoms+sides + plinth 369 m2 Cement site-mix 50 kg bags PCC+DPC+mortar; NOT structural RMC ceil(x1.03) priced above 232 bags Mortar 1:6 AAC / 1:4 brick 8+6+4 AAC; brick = stem only 19.56 / 11.22 m3 - RMC M25 rate not quoted -- do not invent Rs/m3 200.90 m3 +3% = 206.92 35 mixers ASSUMPTIONS · DESIGN INTENT Grid locked. Envelope 41 x 63. 19 free columns + A5 flush in west wall. Footings 5-0 x 5-0 x 1-6 INDICATIVE. Founding 4-6 is a placeholder -- no SBC invented. Columns 230x450 takeoff (C-01 230x600). RMC M25 all structural. PCC M10 site-mix. AAC 625x250xt, 10 mm 1:6. Storey 11-0. Parapet 1.70 m. Boundary 4 in x 6-0. Wastage steel 5%, RMC 3%, AAC 5%, bricks 5%. Cement buy = ceil(bags x 1.03). West parking open sky. No transfer girder. Kankar / OHT / finishes not this sheet. SE HOLDS · NOT FOR CONSTRUCTION Soil report outstanding. Do not invent SBC. Reissue footings before excavation. INT walls: drawings 100 mm vs takeoff 6 in. Columns 230x600 vs 230x450. Rates expected/approx 29 Aug 2026 Rajesh. No GST, cartage, labour, RMC, finishes. 4 in AAC Rs 50 is ASSUMED pro-rata (6 in/8 in both ~Rs 12.50/inch). Not quoted. Cement inside RMC is not a second buy. This is not a BBS, IFC, or contractor quote. Script: plot-208b-rev-c/_materials_takeoff.py · workings.txt sits beside it. C-11 · AAC 8 in / 6 in / 4 in boundary · plinth bricks · expected raw-material cost