Facesheet PlotSr. No. DescriptionArea1PLOT AREA ( Phase I)504,605.13SFT504605SFT2ROAD AREA82424SFT82424SFT3OPEN PARKING26356SFT26356SFT4OPEN SPACE48244SFT48244SFT3PLINTH AREA77828SFT77828SFT4GREEN AREAa Landscape on Basement -32069 Sft32069SFT32069SFTbLandscape On ground Area 42718 Sft42718SFT42718SFTcLandscape Area on Podium 14080 Sft14080SFT14080SFT5COMMUNITY CLUB PLINTH AREA5019SFT5019SFT6RETAINING WALL AT BASEMENT2480RFT2480RFT7COMPOUND WALL LENGTH3133RFT3133RFT8NO. OF FLATSFLATW/A Build.W/B Build.W/C Build.W/D Build.X/E Build.X/H Build.6/F Build.6/G Build.TOTAL FLATTOTAL FLATNO OF STOREY (Basement Common For all Building)G+26G+26G+26G+26G+2P+21G+2P+21G+2P+15G+2P+151 BHK0.00.00.00.00.00.08282164.00NOS164.00NOS2 BHK1001001001001221222222688.00NOS688.00NOS3 BHK46464646184.00NOS184.00NOS4 BHK (duplex)22228.00NOSTOTAL UNITS1481481481481221221041041044.00NOS1044.00NOS9Car Park DetailsiBasement Car Parking558.00Nos558.00NosiiBasement Vertical Double Car Parking1116.00Nos1116.00NosiiiPodium Car Parking521.00Nos521.00NosiVPodium Car Double Parking (Horizontal)Nos0.00NosVOpen Car Parking89.00Nos89.00NosTotal Car Parking2284.00Nos2284.00Nos

10BUILT - UP AREA IBasement Area283426.88SFT283426.88SFTIIPodium Area242333.00SFT242333.00SFTIIIBuildng Builtup Area1671086.00SFT1650176.31SFTTOTAL CONSTRUCTION AREA2196846RS.2175936RS.12TOTAL BASEMENT CONSTRUCTION AMOUNT430807543RS.447299124RS.13TOTAL PODIUM CONSTRUCTION AMOUNT279695747RS.279695747RS.14TOTAL BUILDING CONSTRUCTION AMOUNT3724526483RS.3840062902RS.TOTAL CONSTRUCTION AMOUNT4435029772RS.4567057772RS.RATE ON TOTAL BUILT UP AREA FOR (BASEMENT+PODIUM+BUILDING)2018.82PER SFT2098.89PER SFT16RATE ON BUILT UP BASEMENT ( On Basement Area)1520.00PER SFT1578.18PER SFT17RATE ON BUILT UP PODIUM ( On Podium Area)1154.18PER SFT1154.18PER SFT18RATE ON BUILT UP BUILDING ( On Building Area)2228.81PER SFT2327.06PER SFT19GENERAL & DEVELOPMENT AMOUNT 685060267RS.685060267RS.20RATE ON TOTAL BUILT UP AREA FOR GENERAL & DEVELOPMENT311.84PER SFT314.83PER SFT

21ADDITIONAL AMINITIES AMOUNT (Gas Pipe Line System,Video Door Phone With Security & Intercom System,Home Automation System,Modular Kitchen Chimney & Hub,VRV System Heating System , False Celing in Living ,Dining & Bedroom)663088868RS531060868RS22RATE ON TOTAL BUILT UP AREA FOR (ADDITIONAL AMINITIES )301.84PER SFT244.06PER SFT

23GRAND TOTAL OF BUDGET IN RS5783178907578317890724TOTAL BUILT - UP AREA (BASEMENT+PODIUM+BUILDING)2196845.88SFT2175936.20SFT25RATE ON TOTAL BUILT - UP AREA 2632.49 Rs/Sft2657.79 Rs/Sft

3892.11

&"Verdana,Bold"&18BLOCK BUDGET FOR DSK DREAM CITY PHASE I&"Arial,Bold"&18 30/5/2013&10

&"Verdana,Bold"&11PREPARED BY&"Verdana,Bold"&11CHECKED BY&"Verdana,Bold"&11FINAL APPROVAL

SUMMARY SHEET ( as per kundali)PROJECT: DSK DREAM CITY17-Feb-14WATERFALL RESIDENCES- KUNDALI (START-UP PARCEL R1-SECTOR-AS PER PROPOSED LANDUSE PLAN) REVISION - NO. 3ASANCTIONING AUTHORITYAPPLICABLE BYLAWSDeputy Director of Townplanning and Collector, PuneSpecial Township Rules, 10.0 Km Bylaws, ABC class Bylaws, NBC 2005

BDIRECTIONS & SURROUNDINGSNORTHSOUTHEASTWEST30.0m Road of Inside the TownshipAdjacent Land and DevelopmentInternal 18.0m wide drivewayStudio/ Compact Apartment area and adjacent land

CSURVEY NOS.Village Fursungi S.No. 4/P, S.No. 33/P & 45 (P)

DPLOT AREASSTATUSSQ.MSQ.FTREMARKS1Area on 7/12NA2Net area as per 7/12 for Township applicable for sanctionNA3As per Government Demarcation NA4As per sanctioned landuse plan49,310.05530,7735As per per Site Survey47,140.34507,419Received from site team.6As per Proposed landuse plan46,878.96504,605AS PER REVISED LANDUSE PLAN SIGNED OFF DTD. 09 OCT 13NOTE: NA = NOT APPLICABLE

EDESCRIPTIONSQ.MSQ.FTREMARKSE1.DETAILS AS PER TOWN PLANNING SUBMISSION1Plot area 49,310.05530,773.38This plot we have considered as per the sanctioned PLU plan.2Required 10% open space 4,931.0053,077.283Proposed 10% open space 4,936.3953,135.30Open space in start-up parcel land + in longitudinal land strip = 2219.90 + 2716.79 = 4936.69 sq m

E2.DETAILS BASED ON PROPOSED LANDUSE PLAN FOR FUTURESQ.MSQ.FTREMARKS1Plot area as per Proposed Land use plan SQ.MERROR:#VALUE!In future the start-up parcel plot boundary will be as per revised Start-Up parcel-Landuse area (Signed off on 09 Oct 13) 2Required open space 10%ERROR:#VALUE!ERROR:#VALUE!As we have proposed required STP's for sector R1,R2,R3, R4 as per revised landuse plan, in Start-Up parcel and under Club house area on the west side, it was agreed in meeting held with Ar. Samir and all concerned on 05 Aug 13, to propose open space for start-up parcel combined with open space of R2,R3,R4.3Proposed open space in Start-Up Parcel land as per landuse plan for future.2,219.9023,895Open space in start-up parcel land + in longitudinal land strip = 2219.90 + 2716.79 = 4936.69 sq mi) Balance open space to be proposed in adjacent residential phase (4687.90 - 2219.90 = 2468.00 sq.m)ERROR:#VALUE!ERROR:#VALUE!Balance open space area to be proposed in the adjacent open space of the residenital area sector, as per the proposed landuse plan.4aNet Plot Area ( 46878.96 - 2219.90 = 44659.06)ERROR:#VALUE!ERROR:#VALUE!4bNet Plot area as per Site Survey area [ D5 - E2. (3)]44,920.44483,5245Allowed FSINA ( Global FSI) Due to global FSI of Township, there is no restriction as per legal on allowable FSI for Start-Up parcel.6Proposed FSI Built up area146,807.761,580,2397Proposed Unit Built up area112,829.381,214,495Refer section F.8Construction Built Up Area (Excluding Parking slabs,Podium slab)154,345.401,661,374Refer section F.9Proposed Actual Construction Built Up Area204,039.442,196,281Refer section F.10Proposed Carpet Area99,265.061,068,489Refer section F.11Proposed area including common proportionate area137,075.551,475,481Refer section F.

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

WATERFALL RESIDENCES KUNDALI (START-UP PARCEL R1-SECTOR-AS PER PROPOSED LANDUSE PLAN)17-Feb-14FSUMMARYREVISION - NO. 3Ser NoWINGSNO. OF FLOORSNO. OF FLATS ON EACH FLOORSFLATS PER FLOORTOTAL NO. OF FLATSCARPET AREAUNIT BUILT UP AREAFSI BUILT UP AREAACTUAL BUILT UP AREA FOR COSNTRUCTIONTOTAL AREA INCLUDING COMMON PROPORTIONATE AREA

NosNosNosSq mSq mSq mSq mSq m1BHK2BHK3BHK4BHK-DUPLEX1 GANGA- WING A (HOUSE NO. 1 - G + 26) Ground floor200202364.42419.76930.39425.08From 1st Floor to 22nd floor (22 Levels)608844013213,291.5415,259.6119,220.0820,343.1618,589.6623rd to 24 th floor (2 levels)601200121,154.581,266.781,463.661,813.121,580.9525th Floor and 26th floor (2 levels)200022568.44423.04798.691,225.36637.67Above floors under Services and Elevation treatment000000.000.0077.40908.740.00TOTAL010046214815,378.9817,369.1922,490.2224,290.3821,233.372YAMUNA- WING B (HOUSE NO. 2 - G + 26)Ground floor200202360.17416.02930.390.00422.11From 1st Floor to 22nd floor (22 Levels)608844013213,291.5415,259.6119,220.0820,343.1618,589.6623rd to 24 th floor (2 levels)601200121,154.581,266.781,463.661,813.121,580.9525th Floor to 26th floor (2 levels)200022568.44423.04798.691,225.36637.67Above floors under Services and Elevation treatment000000.000.0077.40908.740.00TOTAL010046214815,378.9817,365.4522,490.2224,290.3821,230.393KRISHNA- WING C (HOUSE NO. 3 - G + 26)Ground floor200202360.17416.02930.390.00422.11From 1st Floor to 22nd floor (22 Levels)608844013213,291.5415,259.6119,220.0820,343.1618,589.6623rd to 24 th floor (2 levels)601200121,154.581,266.781,463.661,813.121,580.9525th Floor to 26th floor (2 levels)200022568.44423.04798.691,225.36637.67Above floors under Services and Elevation treatment000000.000.0077.40908.740.00TOTAL010046214815,378.9817,365.4522,490.2224,290.3821,230.394KOYNA - WING D ( HOUSE NO. 4 - G + 26)Ground floor200202360.17419.76930.390.00425.08From 1st Floor to 22nd floor (22 Levels)608844013213,291.5415,259.6119,220.0820,343.1618,589.6623rd to 24 th floor (2 levels)601200121,154.581,266.781,463.661,813.121,580.9525th Floor to 26th floor (2 levels)200022568.44423.04798.691,225.36637.67Above floors under Services and Elevation treatment000000.000.0077.40908.740.00TOTAL010046214815,378.9817,369.1922,490.2224,290.3821,233.375NARMADA- WING E (HOUSE NO. 5 - G + 2P + 21) G + 23Ground floor202002364.42444.15609.27471.11From 1f to 2nd Floor (2 levels)204004578.30671.161,064.52809.623rd Floor Level (1 level)606006822.44927.23746.32967.63From 4th Floor to 20 th floor (17 levels)60102001028,578.889,835.3613,214.6613,318.0012,010.43At 21st floor (1 levels)404004931.921,076.32590.681,619.961,423.06From 22nd to 23rd floor level (2 levels)204004352.80398.66771.891,022.64493.92Above floors under Services and Elevation treatment0000000.000.0077.40722.770.00TOTAL01220012211,628.7613,352.8817,074.7416,683.3716,175.786GODAVARI- WING F (HOUSE NO. 6/ G 2P + 15) G+17G+2P0000000.000.00575.370.003rd Floor (1 Level)862008924.251,040.49767.341,048.064th to 13th floor (10 Levels)8602000805,363.006,170.408,060.608,554.227,508.2014th to 17th floor (4 levels)41600016958.561,116.281,896.082,385.201,341.98Above floors under Services and Elevation treatment0000000.000.0049.31969.150.00TOTAL8222001047,245.818,327.1711,348.7011,908.579,898.257TAPI- WING G (HOUSE NO. 8 / G 2P + 15) G+17G+2P0000000.000.00575.370.000.00 3rd Floor (1 Level)862008924.251,040.49767.340.001,048.064th to 13th floor (10 Levels)8602000805,363.006,170.408,060.608,554.227,508.2014th to 17th floor (4 levels)41600016958.561,116.281,896.082,385.201,341.98Above floors under Services and Elevation treatment0000000.000.0049.31969.150.00TOTAL8222001047,245.818,327.1711,348.7011,908.579,898.258KAVERI- WING H (HOUSE NO. 7/ G + 2P + 21) G + 23Ground floor202002364.42444.15609.270.00471.11From 1f to 2nd Floor (2 levels)204004578.30671.161,064.520.00809.623rd Floor Level (1 level)606006822.44927.23746.320.00967.63From 4th Floor to 20 th floor (17 levels)60102001028,578.889,835.3613,214.6613,318.0012,010.43At 21st floor (1 level)404004931.921,076.32590.681,619.961,423.06From 22nd to 23rd floor level (2 levels)204004352.80398.66771.891,022.64493.92Above floors under Services and Elevation treatment0000000.000.0077.40722.770.008TOTAL01220012211,628.7613,352.8817,074.7416,683.3716,175.78

9GRAND TOTAL1646881848104499,265.06112,829.38146,807.76154,345.40137,075.5515.7165.9017.620.77100.00PERCENTAGE OF UNITS

PODIUM SLAB, BASEMENT AREAS & CLUB HOUSE AREASFOR WING E&F (HOUSE NO. 5 & 6)FOR WING G&H (HOUSE NO. 8 & 7)TOTAL PODIUM AREASTOTALSQ.MSQ.MSQ.MSQ.MSQ.FT10 GROUND FLOOR PODIUM ( EXCLUDING THE BUILDING CORE AREA, AS IT IS CONSIDERED IN INDIVIDUAL BUILDINGS CONSTRUCTION BUILT UP AREAS)3,644.233,705.157,349.38FIRST FLOOR POIDUM (EXCLUDING THE BUILDING CORE AREA, AS IT IS CONSIDERED IN INDIVIDUAL BUILDINGS CONSTRUCTION BUILT UP AREAS)3,951.483,994.967,946.44SECOND FLOOR PODIUM (EXCLUDING THE BUILDING CORE AREA, AS IT IS CONSIDERED IN INDIVIDUAL BUILDINGS CONSTRUCTION BUILT UP AREAS)3,974.844,002.407,977.24TOTAL OF ALL PODIUMS 11,570.5511,702.5123,273.0623,273.06250,51111BASEMENT AREA25,955.18279,382122 NO. CLUB HOUSE BUILT UP AREAS 465.805,01413BUILT UP AREA WITH PARKING FLOOR AREAS (9+10+11+12)204,039.442,196,2812263248

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

WATERFALL RESIDENCES (START-UP PARCEL R1-SECTOR-AS PER PROPOSED LANDUSE PLAN) KUNDALI

GRATIO CHART 17-Feb-14SER NO ITEMS OF WHICH RATIOS TO BE FIND OUT AREAS ( IN SQ.M)ITEMS ON WHICH RATIOS TO BE FIND OUT AREAS ( IN SQ.M)RATIOREMARKSAB C 1 CARPET AREA99,265.06 TO UNIT BUILT UP AREA 112,829.381.1372 CARPET AREA99,265.06 TO SALEABLE AREA 137,075.551.3813CARPET AREA 99,265.06TO CONSTRUCTION BUILT UP AREA204,039.442.0564CARPET AREA 99,265.06TO CONSTRUCTION AREA (WITHOUT PARKING AREAS) 154,345.401.5555 PLOT AREA AS PER LANDUSESQ.M TO SALEABLE AREA 137,075.55ERROR:#VALUE!6 PLOT AREA AS PER LANDUSESQ.MTO FSI AREA146,807.76ERROR:#VALUE!7 PLOT AREA AS PER LANDUSESQ.MTO CONSTRUCTION BUILT UP AREA 204,039.44ERROR:#VALUE!8 PLOT AREA AS PER LANDUSESQ.M TO CONSTRUCTION AREA (WITHOUT PARKING) 154,345.40ERROR:#VALUE!9SALEABLE AREA137,075.55 TO CONSTRUCTION BUILT UP AREA 204,039.441.48910SALEABLE AREA 137,075.55TO CONSTRUCTION AREA (WITHOUT PARKING) 154,345.401.12611UNIT BUILT UP AREA112,829.38 TO CONSTRUCTION BUILT UP AREA 204,039.441.80812FSI AREA146,807.76SALEABLE AREA 137,075.550.93413FSI AREA146,807.76TO CONSTRUCTION AREA (WITHOUT PARKING) 154,345.401.05114FSI AREA146,807.76 TO CONSTRUCTION BUILT UP AREA 204,039.441.39017FSI AREA146,807.76FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACEERROR:#REF!ERROR:#REF!18FSI AREA146,807.76FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACE + DRY BALCONY AREAERROR:#REF!ERROR:#REF!19FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACE + DRY BALCONY AREAERROR:#REF! TO CONSTRUCTION BUILT UP AREA 204,039.44ERROR:#REF!20FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACE + DRY BALCONY AREAERROR:#REF!CARPET AREA99,265.06ERROR:#REF!21FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACEERROR:#REF! TO CONSTRUCTION BUILT UP AREA 204,039.44ERROR:#REF!22FSI + PROPOPSED BALCONY AREA + ALTERNATE TERRACEERROR:#REF!CARPET AREA99,265.06ERROR:#REF!

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

WING E.- C- BLT UP AR.PROJECT: DSK DREAM CITYSTART-UP PARCEL AREA STATEMENTUpdated on: 17-Feb-14ACTUAL CONSTRUCTION BUILT UP CHART FOR WING E & H (HOUSE NO. 5 & 7)

SR.NO.FLOORSROOM + ENCLOSED BALCONYDRY BALCONYTERREACE / GARDEN SITUOUTOPEN TO SKY TERRACE /GARDEN AREAUNIT BUILT UP AREA FUNCTION ROOMLIFT LOBBY/ PASSAGE AREASERVICES AREAS ( BMS ROOM +ELECTRICAL ROOM + FIRE HOSE CABINET + AC OUTDOOR UNIT SPACE + CENTRAL BMS ROOM + STORE) LIFT WALL AREASTAIRCASE 1 STAIRCASE 2 REFUGE AREA LIFT MACHINE ROOM OVERHEAD WATER TANK TERRACE/ ROOF AREAELEVATION TREATMENT+ DUCT WALLS + COLUMN PROJECTIONSTOTAL AREACARPET AREASACTUAL CONSTRUCTION BUILT UP AREA ( A + B + C + D + E + F + G + H + I + J + K + L)IIIIIIIVA = I +II + III + IVBCDEFGHIJKLSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq m Sq ftSq mSq ft1.0GROUND FLOOR271.1020.7936.60115.66444.150128.34202.514.2628.3126.460.000.000.000.00-834.030389.444,1922.01ST 254.1421.6059.840335.58080.87147.804.2628.5226.460.000.000.000.00-623.490289.153,1123.02ND254.1421.6059.840335.58080.87147.804.2628.5226.460.000.000.000.00-623.490289.153,1124.03RD551.3025.960.92289.11927.230100.3630.424.2628.4626.460.000.000.0099.32-1,216.510822.448,8535.04TH551.3025.938.300615.500100.5430.424.2628.4626.460.000.000.000.0012.95818.598,811536.265,7726.05TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.000.0012.95817.018,794536.105,7717.06TH (REFUGE)551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0071.25876.899,439536.265,7728.07TH 551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018794536.105,7719.08TH551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0012.95818.598,811536.265,77210.09TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018,794536.105,77111.010TH ( REFUGE)551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0071.25876.899,439536.265,77212.011551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018794536.105,77113.012TH551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0012.95818.598,811536.265,77214.013TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018,794536.105,77115.014TH ( REFUGE)551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0071.25876.899,439536.265,77216.015TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018794536.105,77117.016TH551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0012.95818.598,811536.265,77218.017TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018,794536.105,77119.018 TH ( REFUGE)551.3025.9038.300615.500100.5430.424.2628.4626.460.000.000.0071.25876.899,439536.265,77220.019 TH551.3025.936.720613.920100.5430.424.2628.4626.460.000.000.0012.95817.018794536.105,77121.020TH551.3025.9038.300615.500.00100.5430.424.2628.4626.460.000.000.0012.95818.598,811536.265,77222.021 ST420.2816.4424.100460.820.0067.3430.424.2628.4626.460.000.00182.940.67801.378,626395.664,25923.022 ND179.547.4212.620199.58067.5230.424.2628.4626.460.000.00246.0261.10663.827,145176.461,89924.023 RD179.547.4212.120199.08067.5230.424.2628.4626.460.000.000.002.62358.823862176.341,89825.0LOWER ROOF ( 23RD ROOF)00000.00048.690.000.0028.4626.4649.440.00214.660.00367.7139580.00026.0UPPER ROOF00000.0000.000.000.000.000.0073.7084.200.000.00157.901,7000.00027.0ROOF ABOVE SERVICES00000.0000.0062.070.000.000.000.0095.0700.00157.141,6910.00028.0ROOF TOP00000.0000.000.000.000.000.000.000.0040.020.0040.024310.00029.0TOTAL 11,482.14561.47904.50404.7713,352.880.002,350.691,199.00102.24711.47661.50123.14179.27782.96-2,779.7816,683.37179,579.7911,653.78125,441LOADING ON CARPET IN PERCENTAGE %14.580.0020.1710.290.886.115.680.001.061.546.72-23.851.4316

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

WING F.- C- BLT UP AR.PROJECT: DSK DREAM CITYSTART-UP PARCEL AREA STATEMENTUpdated on: 17-Feb-14ACTUAL CONSTRUCTION BUILT UP CHART FOR FOR WING F ( HOUSE NO. 6)

SR.NO.FLOORSROOM + ENCLOSED BALCONYDRY BALCONYTERREACE / GARDEN SITUOUTOPEN TO SKY TERRACE /GARDEN AREAUNIT BUILT UP AREA LOUNGE AREA + SECURITY OFFICE AREALIFT LOBBY/ PASSAGE AREASERVICES AREAS (ELECTRICAL DUCT + FIRE HOSE CABINET + AC OUTDOOR UNIT SPACE) LIFT WALL AREAFIRE STAIRCASESTAIRCASEREFUGE AREA LIFT MACHINE ROOM OVERHEAD WATER TANK TERRACE/ ROOF AREAELEVATION TREATMENT+ DUCT WALLS + COLUMN PROJECTIONSTOTAL AREACARPET AREASACTUAL CONSTRUCTION BUILT UP AREA ( A + B + C + D + E + F + G + H + I + J + K + L)IIIIIIIVA = I +II + III + IVBCDEFGHIJKLSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq m Sq FtSq mSq Ft1.0GF0.000.000.000.000.00100.03116.4251.183.3133.2035.420.000.000.000.00-339.5600.0002.01F0.000.000.000.000.00051.7747.503.3129.1130.450.000.000.000.000.0000.0003.02F0.000.000.000.000.00051.7747.503.3129.1130.450.000.000.000.000.0000.0004.03RD541.6835.0477.76386.011,040.490119.5250.223.3126.7228.940.000.000.000.00-1,269.200924.259,9495.04TH541.6835.0441.200.00617.920105.2850.223.3126.7228.940.000.000.000.0013.69846.089,107536.545,7756.05TH541.6835.0439.440.00616.160105.2850.223.3126.7228.940.000.000.000.0013.69844.329,088536.065,7707.06TH (REFUGE)541.6835.0441.200.00617.920105.2850.223.3126.7228.940.000.000.0064.80897.199,657536.545,7758.07TH 541.6835.0439.440.00616.160105.2850.223.3126.7228.940.000.000.0013.69844.329088536.065,7709.08TH541.6835.0441.200.00617.920105.2850.223.3126.7228.940.000.000.0013.69846.089,107536.545,77510.09TH541.6835.0439.440.00616.160105.2850.223.3126.7228.940.000.000.0013.69844.329,088536.065,77011.010TH ( REFUGE)541.6835.0441.200.00617.920105.2850.223.3126.7228.940.000.000.0064.80897.199,657536.545,77512.011541.6835.0439.440.00616.160105.2850.223.3126.7228.940.000.000.0013.69844.329088536.065,77013.012TH541.6835.0441.200.00617.920105.2850.223.3126.7228.940.000.000.0013.69846.089,107536.545,77514.013TH541.6835.0439.440.00616.160105.2850.223.3126.7228.940.000.000.0013.69844.329,088536.065,77015.014TH ( REFUGE)243.7615.6020.600.00279.960107.2450.223.3126.7228.940.000.00316.4963.73876.619,436239.642,57916.015TH243.7615.0019.720.00278.480107.2450.223.3126.7228.940.000.000.007.63502.545409239.642,57917.016TH243.7615.0020.600.00279.360107.2450.223.3126.7228.940.000.000.007.72503.515,420239.642,57918.017TH243.7615.0019.720.00278.480107.2450.223.3126.7228.940.000.000.007.63502.545,409239.642,57919.0LOWER ROOF ( 17TH FLOOR ROOF)0.000.000.000.000.00075.3244.180.0037.6339.9544.050.00279.570.35521.0556090.00020.0UPPER ROOF0.000.000.000.000.0000.000.000.000.000.005.1785.870.0015.21106.251,1440.00021.0ROOF ABOVE SERVICES0.000.000.000.000.0000.005.320.000.000.0044.0585.8774.860.90211.002,2710.00022.0ROOF TOP0.000.000.000.000.0000.000.000.000.000.000.000.00130.850.00130.851,4080.00023.0TOTAL INCLUDING GROUND + FIRST & SECOND FLOOR 6,933.52446.04561.60386.018,327.17100.031,896.56948.9859.58529.85570.3793.27171.74801.77-1,266.4711,908.57128,1847,245.8177,99424LOADING ON CARPET IN PERCENTAGE %14.921.3826.1713.100.827.317.870.001.292.3711.07-17.481.643525.0TOTAL EXCLUDING GROUND + FIRST & SECOND FLOOR 6,933.52446.04561.60386.018,327.170.001,676.60802.8049.65438.43474.050.0093.27171.74801.77-926.9111,908.57128,1847,245.8177,99426LOADING ON CARPET IN PERCENTAGE %14.9223.1411.080.696.056.540.001.292.3711.07-12.791.64350

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

WING A,B,C,D CONST. BUAPROJECT: DSK DREAM CITYSTART-UP PARCEL AREA STATEMENTUpdated on: 17-Feb-14ACTUAL CONSTRUCTION BUILT UP CHART FOR FOR WING A, B,C,D (HOUSE NO. 1,2,3,4)

SR.NO.FLOORSROOM + ENCLOSED BALCONYDRY BALCONYTERREACE / SITUOUT/GARDEN AREA/ OPEN TO SKY TERRACE AREAUNIT BUILT UP AREA COMMON AREASTOTAL AREACARPET AREASFUNCTION ROOM WITH TOILET AREASLIFT LOBBY/ PASSAGE AREASERVICE AREAS+ SECURITY + POST OFFICE AREALIFT WALL AREAFIRE STAIRCASE STAIRCASEREFUGE AREA LIFT MACHINE ROOM OVERHEAD WATER TANK TERRACE/ ROOF AREAELEVATION TREATMENT/ SERVICE DUCT PLAT FORMS/ DUCT WALLS/ OPEN TO SKY DUCT SLABACTUAL CONSTRUCTION BUILT UP AREA ( A + B + C + D + E + F + G + H + I + J + K + L)IIIIIIIVA = I +II + III + IVBCDEFGHIJKLSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq mSq m SQ.FTSq mSQ.FT1.0GROUND FLOOR244.6211.2424.46135.70416.02390.54221.1064.824.2628.4426.470.000.000.000.00-1,151.650360.1738772.01ST 616.1427.6851.0229.42724.260113.0030.494.2628.4426.470.000.0081.2816.081024.2811,025630.066782slab 13.02ND 616.1427.6848.750.00692.570113.0030.494.2628.4426.470.000.0037.2010.62943.0510,151602.286483slab 24.03RD 616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.39908.899,783603.646498slab 35.04TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 46.05TH616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.42908.929,784603.646498slab 57.06TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 68.07TH (REFUGE)616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0068.46965.9610398603.646498slab 79.08TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 810.09TH616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.42908.929,784603.646498slab 911.010TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 1012.011 ( REFUGE)616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0068.46965.9610398603.646498slab 1113.012TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 1214.013TH616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.42908.929,784603.646498slab 1315.014TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 1416.015TH ( REFUGE)616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0068.46965.9610398603.646498slab 1517.016TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 1618.017TH616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.42908.929,784603.646498slab 1719.018 TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 1820.019 TH ( REFUGE)616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0068.46965.9610398603.646498slab 1921.020TH616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 2022.021 ST616.1427.6851.020.00694.840113.0030.494.2628.4426.470.000.000.0011.42908.929,784603.646498slab 2123.022 ND616.1427.6848.560.00692.380113.0030.494.2628.4426.470.000.000.0010.81905.859,751602.286483slab 2224.023 RD ( REFUGE)566.5827.6840.3660.22694.840.00113.0030.494.2628.4426.470.000.000.0068.43965.9310397603.326494slab 2325.024 TH566.5827.6837.900.00632.160.00113.0030.494.2628.4426.470.000.000.0012.37847.199,119551.265934slab 2426.025TH229.829.0213.06219.72471.620.0065.4430.494.2628.4426.470.000.00204.605.26836.589,005418.184501slab 2527.026 TH171.140.000.0031.42202.560.0065.4430.494.2628.4426.470.000.000.0031.12388.784,185150.261617slab 2628.0 LOWER ROOF00000.000.0032.2894.360.0028.4426.4790.780.00151.541.84425.714,5820.000slab 2729.0UPPER ROOF00000.000.000.0057.960.000.000.004.6084.520.009.79156.871,6890.000slab 2830.0ROOF ABOVE SERVICES00000.000.000.0035.570.000.000.0088.0955.060.0010.72189.442,0390.000slab 2931.0ROOF TOP00000.000.000.0000.000.000.000.000.00136.720.00136.721,4720.000slab 30TOTAL 15,333.82684.581,211.35476.4817,706.23390.543,096.261,045.45115.02796.32741.16183.47139.58611.34-534.9924,290.38261,461.6515,374.73165,494LOADING ON CARPET IN PERCENTAGE %15.162.5420.146.800.74815.184.820.001.190.913.98-3.481.5799

PREPARED & CHECKED BY CHECKED BY APPROVED BY COO APPROVED BY COO (DSK DREAM CITY)APPROVED BY PRESIDENTAPPROVED BY CMDAR NALIN HOLANI/ AR ASHISHMS SEEMAMR DHANANJAY PACHPORBRIG SK SHARMAMRS HD KULKARNI, GROUP PRESIDENTSHRI DS KULKARNI, CMD

Earthwork RevDSK-DREAM CITYExcavation Work

Excavation area 30,589Sq M4890.26 SqM of service tanks AddedBasement area 26,769.90Sq M288,151.16Sq FtServices area 3,819.58Sq MExcavation Top offset 4MMid offset 2.15MBottom offset 1.65M

Top Offset 30,503.78Sq M328,342.69SFtOffset @ 1 M from GL30,503.78Sq M328,342.69SFtOffset @ 5 M from GL29,119.00Sq M313,436.92SFtOffset @ 6 M from GL28,983.00Sq M311,973.01SFtBottom Offset @ 8.45 M from GL28,127.00Sq M302,759.03SFt

Original BudgetExcavation in Cum Type of soil Range of Excavation Depth of Excavation Area of Excavation Qty of Excavation Unit Rate (Rs.)TaxesRate with tax Amount (Rs.)Tax amountTotal AmountRemark Excavation of Basement BC Soil 0 to 1 M130,503.7830,503.78Cu M149.0012.36%167.424,545,063.22561,769.815,106,833.03Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M429,811.3954,088.81Cu M185.2812.36%208.1710,021,303.661,238,633.1311,259,936.80Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Soft Soil 65,156.75Cu M82.4512.36%92.645,372,319.42664,018.686,036,338.10Within township premises, dewatering not in account, rate of all type of soil (Backfilling Qty for Football gd)Murrum upto 6M0.829,051.0023,240.80Cu M82.4512.36%92.641,916,255.70236,849.202,153,104.90Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Murrum Below 6m 0.229,051.005,810.20Cum92.1512.36%103.54535,424.3966,178.45601,602.84Rock 6 to7.45 M1.4528,555.0041,404.75Cu M245.0012.36%275.2810,144,163.751,253,818.6411,397,982.39Lead distances of 5 to 10 Km, dewatering Consider, 2% Extra.Rock 7.45 to 8.45m128,555.0028,555.00Cu M450.0012.36%505.6212,849,750.001,588,229.1014,437,979.10

Excavation of Services

BC Soil 0 to 1 M13,8203,819.58Cu M149.0012.36%167.42569,117.4270,342.91639,460.33Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M43,82015,278.32Cu M185.2812.36%208.172,830,690.78349,873.383,180,564.15Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Murrum 5 to 6 M13,8203,819.58Cu M82.4512.36%92.64314,932.8738,925.70353,858.58Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Dewatering Amount 3,550,720.00

Total Qty of Excavation 271,677.57Cu M58,718,380.23INR9,592,935.00CFt95,999.14BrassExcavation in Cum Work done till dateType of soil Range of Excavation Depth of Excavation Area of Excavation Qty of Excavation Unit Rate (Rs.)TaxesAmount (Rs.)Tax amountTotal AmountRemark Excavation of Basement BC Soil 0 to 1 M127,866.43Cu M149.0012.36%4,152,098.37513,199.364,665,297.73Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M421,603.00Cu M185.2812.36%4,002,495.88494,708.494,497,204.37Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Soft Soil 26,308.00Cu M82.4512.36%2,169,153.17268,107.332,437,260.50Within township premises, dewatering not in account, rate of all type of soil (Backfilling Qty for Football gd)Murrum 5 to 6 M10.0Cu M185.2812.36%0.00.00.0Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Rock 6 to8.45 M2.450.0Cu M581.0012.36%0.00.00.0Lead distances of 5 to 10 Km, dewatering Consider, 2% Extra.

Excavation of Services

BC Soil 0 to 1 M11Cu M149.0012.36%0.00.00.0Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M41Cu M185.2812.36%0.00.00.0Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Murrum 5 to 6 M11Cu M185.2812.36%0.00.00.0Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil

Total Qty of Excavation 75,777.43Cu M11,599,762.592,675,701.12CFt26,776.48Brass

Balance work BudgetType of soil Range of Excavation Depth of Excavation Area of Excavation Qty of Excavation Unit Rate (Rs.)TaxesAmount (Rs.)Tax amountTotal AmountRemark Excavation of Basement BC Soil 0 to 1 M12,637.35Cu M150.0012.36%395,602.2048,896.43444,498.63Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M432,485.81Cu M150.0012.36%4,872,870.90602,286.845,475,157.74Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Soft Soil 38,848.75Cu M82.4512.36%3,203,166.25395,911.353,599,077.60Within township premises, dewatering not in account, rate of all type of soil (Backfilling Qty for Football gd)Murrum 5 to 6 M123,240.80Cu M82.4512.36%1,916,255.70236,849.202,153,104.90Within township premises, dewatering not in account, rate of all type of soil Rock 6 to8.45 M2.4541,404.75Cu M581.0012.36%24,056,159.752,973,341.3527,029,501.10Within township premises, dewatering not in account,

Excavation of Services

BC Soil 0 to 1 M123,819.58Cu M150.0012.36%572,937.0070,815.01643,752.01Lead distances of 5 to 10 Km, dewatering not in account Soft Soil 1 to 5 M4215,278.32Cu M150.0012.36%2,291,748.00283,260.052,575,008.05Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil Murrum 5 to 6 M123,819.58Cu M82.4512.36%314,932.8738,925.70353,858.58Lead distances of 5 to 10 Km, dewatering not in account, rate of all type of soil

Total Qty of Excavation 138,617.46Cu M42,273,958.624,894,582.44CFt48,981.43Brass

214,394.8916.56Total volume

At Actual amount of Excavation11,599,762.59Rs.Balance work Amount42,273,958.62Rs.Dewatering 3,550,720.00Rs.Only for rock volumeTotal Excavation Amount57,424,441.21Rs.

Sr. No.ParticularUnitArea/ QtyRateAmountTaxesTax amountTotal AmountRemarks(Rs.)(Rs.)(Rs.)(Rs.)(Rs.)1Counter Weight (Basement)Cum42,270.92200.08,454,184.012.36%1,044,937.19,499,121.1Only labour rate considered, available material on site can be taken for counterweight as discussed with Mr. Tulpule.8,454,1849,499,121

2Backfilling (Basement)Cum40,384.5890.03,634,612.012.36%449,238.04,083,850.0Only labour rate considered, available material on site can be taken for backfilling.3,634,6124,083,850

3Backfilling (Services)Cum7,961.3390.0716,519.712.36%88,561.8805,081.5Only labour rate considered, available material on site can be taken for backfilling.716,520805,082

Total Excavation Amount=58,718,380.23Rs.Total Backfilling Amount=14,388,052.61Rs.

Earth work73,106,432.84Old Budget NB55,958,074.00Diff17,148,358.84

Dewatering AmountCapacity (HP)PumpHrs/dayKWunitsRs/unitRs2581218.651790.41526,856.00Manpower1,900.00

per day28,756.00for four months3,450,720.00capital cost100,000.00considering 5 yrs life of pump3,550,720.00

76,657,152.84

RCC 19 Feb 2014 DSK-DREAM CITYRCC Work

Sr. No.ParticularUnitArea/ QtyRateAmountTaxesTax amountTotal AmountTaxesTax amountTotal AmountRemarks(Rs.)(Rs.)(Rs.)(Rs.)(Rs.)1PCCCuM7,051.88Thk of PCC 100 mm, area 28577.72 Sq M with offset of 1.65 m to basement a.Material rates CuM7,263.433,150.022,879,80812.50%0.022,879,8083% wastage considered.b.Labour rate CuM7,051.88538.03,793,90912.36%12.36%468,9274,262,83626,673,717.2468,92727,142,64411,495,3602Raft for basement Cu MERROR:#REF!ERROR:#REF!Thk of raft 300 mm, area 28456.28 Sq M with offset of 1.5 m to basement a.Material rates (M30)Cu MERROR:#REF!9,552.5ERROR:#REF!12.50%12.50%ERROR:#REF!ERROR:#REF!3% wastage considered.b.Labour rate (shuttering+reinforcement)Cu MERROR:#REF!1,600.0ERROR:#REF!12.36%12.36%ERROR:#REF!ERROR:#REF!

ERROR:#REF!ERROR:#REF!ERROR:#REF!107,093,7743Retaining Wall (Wall+Raft)Cu M3,191.69Perimeter of the Basement 797 M with height 8.05M, 0.6M above ground thk of retaining wall 0.3M at top, 0.45M at bottom.a.Concrete only for wall (M30)Cu M2,444.194,462.5010,907,197.8812.50%0.010,907,197.88Raft concrete already considered in Raft calculations, hence deducted. 3% wastage consideredb.Steel for raft & wallKg335,126.9350.0016,756,346.2512.50%5.00%837,817.3117,594,163.565% wastage considered.c.Binding WireKg5,026.9060.00301,614.2312.50%5.00%15,080.71316,694.94e.Labour rate Cu M3,191.694,321.313,792,15412.36%12.36%1,704,710.2015,496,863.89fStagingCu M3,191.69175.0558,54512.36%69,036.15627,581.0242,315,8572,626,64444,942,50132,118,1794Trimix Cu M2,695.35100 thk a.Material rates (M25)Cu M2,776.214,305.011,951,57212.50%11,951,5723% wastage considered.b.Labour rate Cu M2,695.351,450.03,908,25312.36%12.36%483,060.054,391,312.9115,859,8253,109,70461,285,38616,525,1717PCCCu M3,166100 thk a.material rates 3,1663,634.011,505,301b.Labour rate 3,166282.0892,81612,398,117

5.1Basement Slab (PT Slab)SqM15,313.92Transfer slab areas & building core areas are deducted.aConcreteCuM6,348.774,462.528,331,38612.50%28,331,3860.35 CuM/SqM -details on Calculations Sheet. 15% extra for columns & footings as discussed with Mr. Tulpule. 3% wastage considered.bSteel (100Kg/Cum)Kg634,87750.031,743,85012.50%5.00%1,587,192.5133,331,042.72cBinding WireKg9,523.1660.0571,38912.50%5.00%28,569.47599,958.77dLabour (Concreting+Reinforcement+Shuttering)CuM6,163.856,414.339,536,72312.36%12.36%4,886,739.0044,423,462.29eCharges for PT workSqM15,313.92600.09,188,35412.50%12.36%1,135,680.6010,324,035.00fStagingSqM15,313.92120.01,837,67112.36%227,136.122,064,807.00111,209,3747,865,31890,743,306

5.2Basement Slab (Transfer slab)SqM10,114.92Transfer slab areas & building footprint areas are deducted.aConcrete (1.7 CFt/SFt)CuM5,259.764,462.523,471,67212.50%23,471,6721.7 Cft/Sft -details on Calculations Sheet as discussed with Mr. TulpulebSteel (20Kg/SFt)Kg2,176,730.7850.0108,836,53912.50%5.00%5,441,826.96114,278,366.16cBinding WireKg32,650.9660.01,959,05812.50%5.00%97,952.892,057,010.59dLabour (Concreting+Reinforcement+Shuttering)CuM5,259.7611,215.358,989,96712.36%12.36%7,291,159.9866,281,127.46fStagingSqM10,114.92120.01,213,79012.36%150,024.491,363,814.89194,471,02712,980,964207,451,991

5.3Basement Slab (Conventional area)SqM783.80aConcreteCuM286.864,462.51,280,11312.50%1,280,1131.2 Cft/Sft -bSteel (100Kg/CuM)Kg28,68650.01,434,30112.50%5.00%71,715.031,506,015.71cBinding WireKg430.2960.025,81712.50%5.00%1,290.8727,108.28dLabour (Concreting+Reinforcement+Shuttering)CuM286.865,881.71,687,21712.36%12.36%208,540.021,895,757.04fStagingSqM783.80120.094,05612.36%11,625.32105,681.324,521,504293,1714,814,676

6.1P1 (Conventional slab)SqM1,632.61aConcreteCuM597.514,462.52,666,40512.50%2,666,4051.2 Cft/Sft -bSteel (100Kg/CuM)Kg59,751.3850.02,987,56912.50%5.00%149,378.443,136,947.34cBinding WireKg896.2760.053,77612.50%5.00%2,688.8156,465.05dLabour (Concreting+Reinforcement+Shuttering)CuM597.515,881.73,514,38012.50%12.36%434,377.323,948,756.949,222,130586,4459,808,5755,648.706.2P1 (PT Slab)SqM7,943.75aConcreteCuM3,197.364,462.514,268,21312.50%14,268,213bSteel (100Kg/Cum)Kg319,735.8650.015,986,79312.50%5.00%799,339.6416,786,132.49cBinding WireKg4,796.0460.0287,76212.50%5.00%14,388.11302,150.38dLabour (Concreting+Reinforcement+Shuttering)CuM3,197.366,414.320,508,77112.50%12.36%2,534,884.1423,043,655.543,575.01eCharges for PT workSqM7,943.75600.04,766,24912.50%12.36%589,108.355,355,357.1555,817,7883,937,72059,755,5087,026.647.1P2 (Conventional slab)SqM1,695.53aConcreteCuM620.544,462.52,769,16712.50%2,769,1671.2 Cft/Sft -bSteel (100Kg/CuM)Kg62,054.1650.03,102,70812.50%5.00%155,135.413,257,843.63cBinding WireKg930.8160.055,84912.50%5.00%2,792.4458,641.192418.6744537119dLabour (Concreting+Reinforcement+Shuttering)CuM620.545,881.73,649,82212.50%12.36%451,117.994,100,939.939,577,546609,04610,186,592

7.2P2 (PT Slab)SqM7,942.97aConcreteCuM3,197.044,462.514,266,81212.50%14,266,812bSteel (100Kg/Cum)Kg319,704.4650.015,985,22312.50%5.00%799,261.1616,784,484.26cBinding WireKg4,795.5760.0287,73412.50%5.00%14,386.70302,120.72dLabour (Concreting+Reinforcement+Shuttering)CuM3,197.046,414.320,506,75812.50%12.36%2,534,635.2423,041,392.88eCharges for PT workSqM7,942.97600.04,765,78112.50%12.36%589,050.515,354,831.3155,812,3073,937,33459,749,6417,026.648.1P3 (PT slab)SqM1,969.46aConcreteCuM792.714,462.53,537,45812.50%3,537,458bSteel (100Kg/CuM)Kg79,270.7750.03,963,53812.50%5.00%198,176.914,161,715.16cBinding WireKg1,189.0660.071,34412.50%5.00%3,567.1874,910.87dLabour (Concreting+Reinforcement+Shuttering)CuM792.716,414.35,084,65312.50%12.36%628,463.155,713,116.51eCharges for PT workSqM1,969.46600.01,181,67612.50%12.36%146,055.151,327,731.1513,838,669976,26214,814,9327,026.648.2P3 ( Transfer Slab)SqM7,669.82aConcrete (1.7 CFt/SFt)CuM3,988.314,462.517,797,81712.50%17,797,8171.7 Cft/Sft -details on Calculations Sheet as discussed with Mr. TulpulebSteel (20Kg/SFt)Kg1,650,545.2650.082,527,26312.50%5.00%4,126,363.1686,653,626.36cBinding WireKg24,758.1860.01,485,49112.50%5.00%74,274.541,559,765.27dLabour (Concreting+Reinforcement+Shuttering)CuM3,988.3111,215.344,730,20412.50%12.36%5,528,653.1850,258,856.926552.807877822146,540,7759,729,291156,270,066

9Typical Slab (A,B,C,D)SqM95,393.56Aluform slab area onlyaConcrete (1.3 CFt/SFt)CuM37,822.144,462.5168,781,30212.50%168,781,302bSteel (100Kg/Cum)Kg3,782,214.0550.0189,110,70312.50%5.00%9,455,535.13198,566,237.69cBinding WireKg56,733.2160.03,403,99312.50%5.00%170,199.633,574,192.28dLabour (Concreting+Reinforcement+Shuttering)CuM37,822.146,134.4232,015,50912.50%12.36%28,677,116.96260,692,626.33593,311,50738,302,852631,614,358

10Typical Slab (E,H)SqM33,418.32Aluform slab area onlyaConcrete (1.3 CFt/SFt)CuM13,249.874,462.559,127,55112.50%59,127,551bSteel (100Kg/Cum)Kg1,324,987.1350.066,249,35712.50%5.00%3,312,467.8369,561,824.43cBinding WireKg19,874.8160.01,192,48812.50%5.00%59,624.421,252,112.84dLabour (Concreting+Reinforcement+Shuttering)CuM13,249.876,134.481,279,79012.50%12.36%10,046,182.0691,325,972.20207,849,18613,418,274221,267,460

11Typical Slab (F,G)SqM23,439.66Aluform slab area onlyaConcrete (1.3 CFt/SFt)CuM9,293.484,462.541,472,15312.50%41,472,153bSteel (100Kg/Cum)Kg929,347.9750.046,467,39912.50%5.00%2,323,369.9348,790,768.46cBinding WireKg13,940.2260.0836,41312.50%5.00%41,820.66878,233.83dLabour (Concreting+Reinforcement+Shuttering)CuM9,293.486,134.457,009,76712.50%12.36%7,046,407.2364,056,174.50145,785,7329,411,598155,197,330Total RCCERROR:#REF!ERROR:#REF!floor plateshuttering area per floorAluform material cost+design chargesAluform material costfloor plateshuttering area per floorAluform material cost+design chargesMaterial cost (A,B,C,D)SFt9,731.5248,657.59170,43816,586,242,075Material cost (E,H)SFt8,751.9943,759.97170,4387,458,378,521Material cost (F,G)SFt8,974.4944,872.43170,4387,647,984,321

INR31,692,604,917Aluform 4 sets costSftERROR:#REF!construction built upaluform material cost100USDdesign charges75USDINR/SFtERROR:#REF!custom & other consumables89USDINR/SFt20For maintainance& replacement264USDERROR:#REF!

Counter weight Engineered Filling for Counter WeightArea to filled by 60-40 metalTotal area by P-line=28086.80Sqmtup to inner side of RWDepth of filling=1.70mtTotal depth of Excavation8.60mt-6.2mtBasement below OGL-0.1mtPCC thk-0.05mtWP thk-0.30mtRaft Thk-0.10mtTrimix thk Other than footprint area Total Volume=47747.56CumtNoLBDVDeduction for PB=1063.06Cumt334
Author: Author:Number of columns to check with dwg. 220.7935.20Number of Columns excluding building Ded. for footings below other than footprint =983.20Cumt434148.00Ded. for footings below footprint=3254.400CumtFootprint area 983.20Deduction for services tanks=0.000CumtNoLBDVArea covered by tanks=Sqmt112341.21612.8Depth of fillingRmt50341.2720Deduction for lift cores=124.224Cumtremved to b checked64341.2921.6Area covered by lift cores103.520Sqmt3254.4Depth of filling1.200RmtAs dwg of JW Deduction for stub columns=0.000CumtDeduction for lift cores=175.984CumtPlinth Beams (Total)Service lifts area=52.40Sq mtLift size Total length of PBs=8504.45RmtPassanger lifts area=51.12Sq mtLift size Vertical51.19house no 561.78house no 6Net Volume=42,270.9Cumt109.319Type W6310house no 7ParticularsQtyUnitRateAmt638house no 8Material4164.2P & L 60-40 filling42271cumt0.0Horizontal12719Type W112.458House 7&851.13House no755.459house no 541.79house no 64340.25BackfillingB=0.250mtD=0.500mtTotal Excavation Qty=271,677.57CuMVolume of PB=1063.06CumtM 30Volume of PCC=-3,490.12CuMVolume of Raft=-8,426.04CuMVolume inside retaining wall=-219,376.83CuM

Total volume for backfilling=40,384.58CuM

SpecificationsDSK-DREAM CITYWaterfall ResidencesSpecifications Considered

Sr. No.ParticularsSpecifications

1RCC-ConcreteRMC M10 - M40 (Varies as per Structural requierment)SteelFe-500

2Internal Plaster - WallsGypsum 8 -10 mm thkCeilingGypsum 3 -5 mm thkParking Walls & Columns -Single coat Sand faced Ceiling - Gypsum Punning3Waterproofing - Basement (retaining wall)Box type waterproofing ( Shahbad waterproofing)ToiletsChemical waterproofingAttached terracesChemical waterproofingDry balconyChemical waterproofingRefudge areaChemical waterproofingTop terraceBrickbat waterproofing4Tiling -Entrance lobby flooringItalian marbleLobby flooringItalian marbleStaircase flooringKotahFoyer flooringItalian marbleLiving room flooringItalian marbleDining room flooringItalian marbleKitchen flooringVitrified tileKitchen dadoGlazed tileBedroom flooringVitrified tileM. Bedroom flooringWooden flooringToilet flooringAntiskid tileToilet dadoGlazed tileTerrace FlooringAntiskid tileDry balcony flooringAntiskid tileDry balcony dadoGlazed tile5Wooden Doors-Main Door (Flats) (1.2*2.1)Teak wood frame & both side veneer finish shutterBedroom doors (1.0*2.1)Teak wood frame & one side veneer finish shutterBathroom doors (0.9*2.1) Teak wood frame & one side veneer finish shutter, Waterproof coatedDry balcony doors (1.0*2.1)Al. Sliding /openable doorStaircase Doors (1.1*2.1)Fire rated M.S. DoorServices Door near liftFire rated M.S. DoorMeter Room Door near liftM.S. Door Door frames for liftGranite6Sliding doors & windowsWindowsUPVC sliding windows with mosquito net 3 track 4 shutter 1 net shutterDoorsUPVC sliding doors with mosquito net 3 track 4 shutter 1 net shutter

7FabricationTerrace railingS.S. railing with GlassTrefudge areaS.S. railing with GlassDry Balcony railingM.S.RailingStaircase railingM.S.RailingWindow grillM.S Grill

7PaintingExternal PaintWaterproof Textured PaintUp to 5th floorPartly Granite cladding as per dwg.Internal Paint-FlatPlastic PaintInternal Paint-LobbyPlastic PaintStaircase blockOBDParkingOBDDuctsCement Paint

Material Req. 1RCC details Basement PodiumType W Type XType 6aPCC (M7.5 - 100 MM thk)-plum concreteCuM1.007,051.887,051.88Area on each component0.00bRaft for basement CuM1.008,426.048,426.04Basement 279,388.34SqFtcRetaining Wall (Wall)CuM1.002,373.752,373.75Podium 310,387.91SqFtdBasement Slab (PT)SqM0.8015,018.4011,996.76A, B, C & D ( type W)1,033,881.12SqFtePodium (PT)SqM0.3519,118.746,680.48E & H ( type x)351,898.41SqFtfBasement Slab (Conventional)SqM0.701,533.261,072.86F & G ( type 6)253,385.85SqFtgPodium (Conventional)SqM0.324,646.241,506.01Club house 0.0SqFthBasement Slab (Transfer)SqM1.139,404.1510,638.13Total area SqM 2,228,941.63SqFtiPodium (Transfer)SqM0.395,070.761,988.48jRefuge Floor (A B C D)SqM0.320.00.0kRefuge Floor (E H)SqM0.320.00.0lRefuge Floor (F G)SqM0.320.00.0mTypical slabs (A,B,C,D)SqM0.4096,049.9038,085.73nTypical slabs (E,H)SqM0.4032,692.1612,963.10oTypical slabs (F,G)SqM0.4023,540.129,334.1341,559.4110,174.9738,085.7312,963.109,334.13112,117.34Cum2,228,941.63Steel in MT41,559.4110,174.9738,085.7312,963.109.331.7751119724Constant on componet 0.150.030.040.040.04

2Steel 00000000Basement PodiumType W Type XType 6aPCC (M7.5 - 100 MM thk)-plum concreteCuM0.0bRaft for basement CuM60.008,426.04505,562.400.0cRetaining Wall (Wall)CuM100.002,373.75237,375.000.0dBasement Slab (PT)SqM103.2315,018.401,550,287.170.0ePodium (PT)SqM41.2719,118.740.0789,100.78fBasement Slab (Conventional)SqM88.611,533.26135,868.220.0gPodium (Conventional)SqM35.574,646.240.0165,264.40hBasement Slab (Transfer)SqM196.499,404.151,847,791.970.0iPodium (Transfer)SqM41.145,070.760.0208,627.26jRefuge Floor (A B C D)SqM41.270.00.00.00.0kRefuge Floor (E H)SqM41.270.00.00.00.00.0lRefuge Floor (F G)SqM41.270.00.00.00.00.00.0mTypical slabs (A,B,C,D)SqM53.8096,049.900.00.05,167,484.620.00.0nTypical slabs (E,H)SqM53.8032,692.160.00.00.01,758,838.210.0oTypical slabs (F,G)SqM53.8023,540.120.00.00.00.01,266,458.464,276,884.761,162,992.445,167,484.621,758,838.211,266,458.4613,632,658.49KG2,228,941.6313,632.66MT6.116203Steel in MT4,276.881,162.995,167.481,758.841,266.46Constant on componet 15.30802888413.755.005.005.00

Alluform Wall Constant BRICK WALL LENGTH FLAT NO 503200 MM THK150 MM THK100 MM THKNOS.LENGTHTOTALNOS.LENGTHTOTALNOS.LENGTHTOTAL28.116.220.30.622.65.224.38.620.30.621.63.224.158.320.30.621.753.524820.150.323.36.620.61.220.150.320.751.521.5312.42.424.69.224.99.822.65.221.73.421.42.825.47510.9524.5924.18.216.96.921.93.821.83.621.8253.6521.63.221.93.821.5321.93.821.42.8Falt 138.44.820503138.44.82050215711.417501164.213.321BRICK WALL LENGTH FLAT NO 502200 MM THK150 MM THK100 MM THKNOS.LENGTHTOTALNOS.LENGTHTOTALNOS.LENGTHTOTAL23.77.421.32.625.51122.5521.93.821.5322.75.420.30.621.53Cooman97.4854.93.229.619.220.30.622.34.620.30.6557.08534.461.2652.68521.93.821.63.2

23.87.63.1253.1253.12528.116.21740.890625107.5191.252039.64121.53w/Door area 222.94423.77.41517.946625107.5191.251816.69721.22.40.20.150.123.87.6303.58932516.12519.125214.428.8Steel12510050210.220.437948.6656251612.5956.2523.46.8Slab area 9080.15136.225106020.71.48172475.03932516764.1377792515711.4179089773.7120.5231.715CuM/ SQMCuFt/SQFTBRICK WALL LENGTH FLAT NO 501200 MM THK150 MM THK100 MM THK48689.415625NOS.LENGTHTOTALNOS.LENGTHTOTALNOS.LENGTHTOTAL53.622704432820.30.621.93.820.91.84.981670794625.01022.85.622.75.420.30.621.352.721.5325.01020.61.222.65.223.26.422.85.621.63.220.61.221.93.825.110.228.51726.112.227.51521.5325.310.621.12.223.26.4251021.5324.69.220.30.620.30.623.67.223621.73.421.42.824.59

164.213.321

CORRIDOR AREA200 mm Thk150 mm Thk100 mm Thk

2.92.50.557.22.41.29.71.452.31.456.82.51.4527.1852.90.571.954.70.424.551.32.484.323.23.053.052.554.24.82.482.48597.4854.93.2FOR BOTH FACES557.08534.461.2652.6851305.37222.83410.3212.242023.32354046.64721770.9608643541.92172760.721426845.8582069089773.712978497840.83779889872.746741279731554.9608653325.92172Dedu.- Window & Door1925.9281925.928Wall THK.1320.71050850079.2832125.11848765453.22515953195.4503190638346311894652178.9230769231

Kitch goods Kitche Module details Sr noDiscription Length widthQtyUnitRate Amount1kitchen Plat form Size 5.317.384Rft497586485.4Base unit 2Top Unit 5.317.384Rft199034594.163Kitchen Chimney Hood11Nos12000120004Hob 11Nos600060005Quartz to plat form 5.30.6134.78708sqft64622472.453686sink - cost considered in CP sanitary161552.01368Say161552.01368

pcc 27,251.780.256812.945

J+W 130062- DSK- Dream City Sr. NoItem DescriptionApproxiamte sizeSize in MGrade of Conc.Steel ConsumptionRemarksLBH1Sub StructuresKG/CUMCovering full area of tower and podium with projection outside 1500mm Uplift Considered 2.5 m from raft bottomRaft300 thk.0.3M3060

Retaining wall Avg 300mm thk.0.3M30100All Around the podium

UGWT300 thk.0.3M30100

Water Bodies, sumps 150 thk.0.15M3060

2Footings:Podium Col2000x2000x700220.7M30100SBC 150T/Sq. M Considered.

Tower col3000x4000x1200341.2M30150AVG Size consider 2.530.953Columns:Upto Transfer lvl.750x1500 or 600x6000.60.6M402000.751.50AVG Size consider 0.6751.0504Walls:Walls above Transfer lvl.200 mm wide Wall0.2M40/M30125Deduct openings for doors and windows M40 For 4 lvls. above transfer lvl. Rest M30100 mm wide Wall0.1M40/M3050

5Beams:Plinth Beams250x5000.250.5M3080

Podium Lvl400x7500.40.75M40125

Transfer Lvl.750x2000 / 500x15000.752M402500.51.5AVG Size consider 0.6251.75Typ Floor Lvl.200x700 / 200x13000.20.7M30125700- above opening; 1300- doors/windows opening0.21.3

6Slabs:Tower Area:Upto Transfer lvl.Avg thk. 175mm0.175M3080For Budget M40

Typ Floor Lvl.Avg thk. 150mm0.15M3060Podium AreaPT Slab250 thk.0.25M40100Drop Panel500 thk.2.52.50.50M40150

7OHWT:200 thk. All around0.2M30150

Grade of steel - Fe 500

Rate ListDSK Dream CityBasic Rate list

Material Rate Sr. No.ParticularUnitRateSr. No.ParticularUnitRateMaterialsMaterials1Cement 43 gradeBag400.0032Labour for Toilet WaterproofingNo1,450.002RubbleCumt500.0033Labour for Dry Balcony BB waterproofingSqm216.00rate analysis for Alluminum railinglh3MurrumCumt300.0034Labour for Dry Balcony WattaSqm140.00size of panel1.21Rate4Gypsum binderPack (20Kg)3600.0035Labour for Attached Terraces BB waterproofingSqm216.00glass 8mm toughened0.72120929.664per sqft5GypsumBag (25 Kg)160.0036Labour for Attached Terraces WattaSqm140.00Studs435014006Natural SandCumt2500.0037Labour for Refuge area BB waterproofingSqm216.00vertical pipes1.212604687Crushed SandCumt1200.0038Labour for Refuge area WattaSqm140.002830top11.226046886" F.A BricksNo7.5039Labour for Refuge area DharM33.00hardware50094" Red bricksNo6.5040Top Terrace BBWPSqm216.003765.66410Shahabad tileSqmt302.0041Top Terrace WattaSqm140.00labour 1129.699211Steel Fe 500MT55000.0042Top Terrace DharM33.004895.3632KG55.0043Blending of natural & crushed sandSqM1,980.00proft @ 15%734.3044812Binding prices Kg60.0044Wooden Flooring (including mosaic tile for base)Sqm1,750.005629.6676812Italian Marble Sqmt2690.0045Basin counters in toiletsNo4,200.00rate per Rmt4691.389733333313GVT (porcelin) Tiles ( 0.6 X 0.6 M)Sqmt591.8046Window Frames (Marble)Rm509.0414Antiskid Tiles for Toilets (300 X 300 mm)Sqmt592.0047chequered tiles for parkingSqm700.0015Antiskid Tiles for TerracesSqmt431.0048Main Door (Flats) (1.2*2.4)No21,758.3816Antiskid Tiles for Dry BalconySqmt431.0049Bedroom doors (1.0*2.4)No11,090.3217Glazed tiles for toilets (300 X 300 mm)Sqmt592.0050Bathroom doors (0.9*2.4) including doors for gd floor toilet blockNo5,291.4318Glazed tiles for kitchen (300 X 600 mm)Sqmt517.0051Dry balcony doors (1.0*2.4)No5,291.4319Glazed tiles for dry balcony (300 X 600 mm)Sqmt517.0052Staircase Doors (1.1*2.4)No16,500.0020Kotah stoneSqmt538.0053Services Door near liftNo8,000.0021Wooden FlooringSqmt1507.0054Meter Room Door near liftNo8,000.0020Alluform Cost 55Granite door frames for toiletsNo5,500.0020aDesign charges USD per SqM50.0056Granite door frames for liftNo9,612.0020bAlluform material charges with Custom duty (Adding for Alluform consumables @ 1% on Material cost)USD per SqM175.0057Doors @ gd floor (1.7*2.4)No19,635.0039077.760.557413600921Uro section DOORS & WINDOWS WORK ( 6 mm toughen galss)Sqmt4842.0058 Alluminum railing with Glass for Terraces 1.5 Kg/MM4,691.39Porcelin cladding - dry 22Plastic Paint Sqmt160.0059Aluminium Railing for Dry BalconySqm3,345.4940mm angle frame for 3.6m x 3.6m3.63.612.9623Waterproof texture paintSqmt350.0060M. S. Railing For StaircaseRm3,345.49Porcelin tile material cost with 5% wastage126.4894407
Seema Kumavat: Seema Kumavat:3.5% LBT, 5%wastage, 1% unloading17638.901909838724Porcelian cladding upto 5 floorsSqmt3,249.9761M.S. Grill for WindowsSqm1,506.40claddingMS material cost25Cement Paint for ductsSqmt44.0062Modular Kitchen with Hob & ChimneyNo200,000.0040x40x5mm97.20.8426Acralic paint for staircase block & parkingSqmt80.0063Water purifierNo6,000.000.85kg per sqft76.510667.894427Birla Putti for attached terrace ceilingSqmt130.0064Name PlateNo1,500.00hardware and painting19.36270028ACP Cladding SqMt2625.5065Letter BoxNo500.00Labour for tile fixing inlcuding scaffolding405577.98429Vertical Acp Lowers Sqmt2662.666False Celling - Providing and fixingwater resistant False Ceiling of approved make and quality, made of standard G.I. sections and 12mm thick Gypsum board sheets inclusive of all hangers, edge members and others clips complete, with sheets fixed with proper Philip fastener by power drills and joints duly finished ensuring level in line and plumb to take final paint. All inclusive of making sloped profiles as detailed, drops and extra support required for light fittings, grills, diffusers, speakers, smoke detectors, sprinklers and all joints of boards etc. complete. Grid shall be of appropriate size. Cost to include the gypsum drop from 9" to 3'-0". Rate to include all leads and lifts etc. complete. All work shall be done as per the drawings or as per the instructions of Engineer in Charge.SqM1,200.0036584.780309838730Pargola Sqmt5111.0067Cera chem Chimecal Water Proofing (Toilet)SqM509.03
Seema Kumavat: Seema Kumavat:100 rs added for core cut finishingprofit on MS fabrication, tiles labour etc2841.88176(MS structure 1.25kg per sqft @ 110 per kg & ACP at 225 per sqft of ACP area)68Chimecal Water Proofing (Dry Balcony)SqM397.92
Seema Kumavat: Seema Kumavat:75 rs added for the core cutting finishingAdd for Taxes 12.5% on MS & labour2692.96715577630White cement Kg22.0031Glass door for the Bath (10 mm thk, cleean glass)No7658.3769Plum Concrete (M 7.5)Cum3,490.123249.97139086533250mmx50mm porcelin mosaic for showerSqmtLabour Rate LaboursLabours302.04195082391Backcoat plaster - 12 mm thick single coat cement plaster in C:M 1:4, to concrete and brick surfaces walls, beams, ceilings, stairs, soffiits, columns, pardies, moulds pattas etc including scaffolding, curing, application of with smooth finish or roughening of surface to receive finishing treatment, line & level, curing, cleaning etc complete and also including corners, edge bands, splays, grooves, offsets etc. for which no extra payment will be made. Sqmt140.0040Labour for masonrySqMt1752Gypsum plaster -Providing & applying Gypsum board of appropriate to concrete and brick surfaces for Walls or wherever required etc including erection and dismantling of scaffolding or staging with materials scaffolding, in specified line, level and plumb as directed by engineer in charge etc complete and also including corners, edge bands, splays, grooves, offsets etc. for which no extra payment will be made. Measurement of work done will be as per site and relevant IS codes. All work shall be done as per the drawings or as per the instructions and upto the satisfaction of Engineer in Charge.Sqmt100.0041Punning + 2 coats of ddistemper to ceilingSqMt1453Brickbat waterproofingSqmt216.0042Labour for kotah flooringSq m322.924Dhar for waterproofingRmt33.0043Labour for kotah skirtingM150.005Watta for waterproofingSqmt140.0044BB Water proofing (M+L)SqMt9456Toilet Waterproofing (1.5*2.5)No1600.0045box type Water proofing (M+L)SqMt9457Italian Marble flooringSqmt753.4846APP Membrane water proofing (M+L)SqMt12508Italian Marble skirtingRmt230.0047Expantion joint (M+L) - Kemperol -V210Rm16009Vitrified flooringSqmt322.8048Metaal coba at bottam SqMt40010Vitrified skirtingRmt98.404911Antiskid FlooringSqmt216.0050Water proof plaster at side (injection grouting)SqMt45012Antiskid SkirtingRmt66.0051China mosaic for Top TerracesSqM484.38(M+L)13Glazed Dado on WallSqmt193.6852Thermal Insulation at roofsSqM430.56(M+L)14RCC including ShutteringSqmt2152.005315Pumping- up to 12th StoreiesCumt180.005416Pumping- from 12th & aboveCumt220.005517Plastic Paint Sqmt151.005618OBDSqmt108.005719Cement PaintSqmt44.005820Waterproof Texture paintSqmt485.005921UPVC doors & windowsSqmt7102.006022S.S. Railing for Terrace with glassRmt5248.006123M. S. Railing for Dry Balconysq mt1000.006224M. S. grill for windowssq mt1937.006325Labour for Alluform concrteting Cumt994.006426Labour for Alluform Reinforcement Kg14.206527Labour for Alluform ShutteringSqmt284.006628Labour for concrteting Cumt1000.006729Labour for Reinforcement Kg10.006830Labour for ShutteringSqmt550.006931Labour rate for staging of shuttering Sqmt200.007032Labour rate for staging of shuttering for StagingSqmt400.007133Labour for PT work Sqmt600.007234Labour for trimix + Grow cuting Cumt1520.007335Labour for PCC (100 MM thk)Sqmt75.357436Cumt753.487537Labour rate for back filling Cumt90.007638Counterweight backfilling labour rateCumt200.0039Anti termite TreatmentSqmt48.4477RMC Rate NKCInclusive of taxesescalated rates Rate as per diff. of Cement rate 8.54%Rates given By mr Pande on 12.01.201510/28/1341687.001.121.1025S. No.GradeTotalrates by NikhilTotal in cluding exclation1.08541M 7.531002800.003950.856(Price mentioned is for dumping)36403527.5532502M 1034003000.004315.5504(Price mentioned is for pumping)39763853.1735503M 1536003400.004558.68(Price mentioned is for pumping)42004070.2537504M 2042003950.005288.0688(Price mentioned is for pumping)48724721.4943505M 2543004100.005409.6336(Price mentioned is for pumping)49844830.0344506M 3046004250.005774.328(Price mentioned is for pumping)53205155.6547507M 3547004400.005895.8928(Price mentioned is for pumping)54325264.1948508M 35 PT48004600.006017.4576(Price mentioned is for pumping)55445372.7349509M 4049004600.006139.0224(Price mentioned is for pumping)56565481.275050

NOTE: Cement used:escalation on change in cement bags priceOPC Grade 53400 - 355 = 45 per bagconsumption 8 bags per cum414Concrete Pump10,000.0010000.008.54%0.0854(Pumping qty less than 50 m3 will be charged with pumping charges)Wastage to be consider Intalian marble 20%Vertified Tiling for flooring 7%Vertified Tiling for dado 10%Kota flooring 25%

Calculations-RCC rate DSK - DREAM CITY1.101912RCC workConcrete Constants area Concrete Constant Shuttering Constant Reinforcement steel in KgPt Slab Constant at basment 12,965.470.802.80103.23Drop pannel constant 0.02Pt Slab Constant23273.060.351.4541.27at basement level Conventinal Consatant basement 3,585.560.702.7188.61Conventinal Consatant 5538.040.321.8735.57Drop pannel constant 0.04Transfar constant Basment 9,404.151.134.10196.49at Podium level Transfar constant 5070.760.391.7441.14BASEMENT for PT work

Slab Thickness0MColumn drop+MTotal slab thickness0M

Considering grid of1Sqm

Volume of concrete=0.80Cum25% of Concrete qty to incress 66805,879.81Steel=103.23Kg691947,870.53Shuttering=2.80Sqm6602,033.81

Talib15,784.15

ParticularsQtyUnitRateAmtAmount 1,466.38MaterialConcrete M400.80Cum6139.02244903.874446362210674.2000.4Steel103.23Kg555677.421995296613362.73019275690.064Binding Wire1.55Kg6092.9032690139LabourLabour for Concreting0.80Cum1000.00798.80380406533969.1505366049Labour for Reinforcement 103.23Kg101032.25854459944968.8678451516Labour rate/ CuMLabour for Shuttering2.80Sqm5501538.0881879402Charges for PT work1SqM6006001,405.9814643.3502472778per SqmDSKDL15,133.94

Podium for PT work Slab Thickness0MColumn drop+MTotal slab thickness0M

Considering grid of1Sqm

Volume of concrete=0.35Cum25% of Concrete qty to incress 66802,572.00Steel (100Kg/Cum)=41.3Kg691943,146.94Shuttering=1.45Sqm6601,052.53

Talib6,771.48

ParticularsQtyUnitRateAmtAmount 629.09MaterialConcrete M400.35Cum6139.02242145.1000468024452.2990.4Steel41.3Kg552270.052477302212741.9522156330.0644452.299Binding Wire0.62Kg6037.1463132649LabourLabour for Concreting0.3494204626Cum1000.00349.42046258082277.5444467642Labour for Reinforcement 41.2736814055Kg10412.73681405496518.0625941088Labour rate/ CuM2559.0489403842Labour for Shuttering1.6643403093Sqm550915.3871701284Charges for PT work1SqM6006007011.35per SqM6729.8432841332per SqmDSKDL7,011.35BASEMENT for conventional Slab ThicknessMColumn drop+MTotal slab thickness0M

Considering grid of1Sqm

Volume of concrete=0.70Cum912361554,745.72Steel (100Kg/Cum)=88.61Kg6383.5858547389691946,756.43Shuttering=2.71Sqm957.53787821086601,973.72

Talib13,475.87

ParticularsQtyUnitRateAmtAmount 1,251.94MaterialConcrete M400.700Cum6139.02244295.62386874559249.14347108689249.1434710868Steel88.614Kg554873.7670506041Binding Wire1.329Kg6079.7525517372LabourLabour for Concreting0.700Cum1000.00699.72441682993621.2919266805Labour for Reinforcement 88.614Kg10886.13946374625175.3116506737Labour rate/ CuM4068.88Labour for Shuttering2.714Sqm5501492.6472338099Shutering Staging rate 2.714Sqm200542.780812294513318.03per SqM12870.4353977673per Sqm1,237.27DSKDL13,318.03Podium for conventional Slab ThicknessMColumn drop+MTotal slab thickness0M

Considering grid of1Sqm

Volume of concrete=0.32Cum61552,198.37Steel (100Kg/Cum)=41.27Kg691943,146.94Shuttering=1.45Sqm6601,052.53

Talib6,397.85

ParticularsQtyUnitRateAmtAmount 594.37MaterialConcrete M400.32Cum6139.02241989.87491951044297.0744297.074Steel41.27Kg552270.0524773022Binding Wire0.62Kg6037.1463132649LabourLabour for Concreting0.324Cum1000.00324.1354713921822.312Labour for Reinforcement 41.274Kg10412.73681405495622.0678649852Labour rate/ CuMLabour for Shuttering1.447Sqm550795.98884358992047.55Shutering Staging rate 1.447Sqm200289.45048857826119.385per Sqm6344.623per SqMDSkDL6,344.62Refuge Floor Conventinal Slab Slab ThicknessMColumn drop+MTotal slab thickness0M

Considering grid of1Sqm

Volume of concrete=0.32Cum61552,198.37Steel (100Kg/Cum)=41.27Kg691943,146.94Shuttering=1.45Sqm6601,052.53

Talib6,397.85

ParticularsQtyUnitRateAmtAmount 594.37MaterialConcrete M400.32Cum6139.02241989.8754297.074Steel41.27Kg55.002270.0524297.074Binding Wire0.62Kg60.0037.146LabourLabour for Concreting0.324Cum1000.00324.1352111.762Labour for Reinforcement 41.274Kg10.00412.7376515.0601911107Labour rate/ CuM2372.78Labour for Shuttering1.447Sqm550.00795.989Shutering Staging rate 1.447Sqm400.00578.901per SqM6408.8358162707per SqmDSKDL6,669.85Basement TRANSFER floorConsidering grid of=1sqMConcrete constant=1.13Cum61557,672.21Steel contant=196.49kg/SqM6919414,981.28Shuttering=4.10sqM6602,984.18

ParticularsQtyUnitRateAmtTalib25,637.67Material2,381.80Concrete M301.131Cum5774.336,532.0117,515.63Steel196.49kg5510,806.7817,515.63Binding Wire2.9sqM60176.84LabourLabour for Concreting1.131Cum1000.001,131.225,352.90Labour for Reinforcement 196.49Kg101,964.876014.523Labour for Shuttering4.10Sft550.002,256.8222,868.53per CuMDSDKL23,530.15

Podium TRANSFER floorConsidering grid of=1sqMConcrete constant=0.39Cum61552,659.64Steel contant=41.14kg/SqM691943,136.99Shuttering=1.74sqM6601,266.42

ParticularsQtyUnitRateAmtAs per Talib7,063.05Material656.17Concrete M300.39Cum5774.332,264.384,564.28Steel41.14kg552,262.884,564.28Binding Wire0.62KG6037.03LabourLabour for Concreting0.39Cum1000.00392.151,761.32Labour for Reinforcement 41.14Kg10411.431979.019Labour for Shuttering1.74SqM550.00957.746,325.60per CuMDSkDL6,543.30RAFTConcrete =1CumRaft Thk=0.30mVolume of concrete=1CumSteel (60Kg/Cum)=60Kg

ParticularsQtyUnitRateAmtMaterialConcrete M301Cum5774.3285774.3289128.32861556782.3Steel60Kg553300691944574.7Binding Wire0.90Kg6054660145.45Labour11502.5TalibLabour for Concreting inclusive of shuttering1Cum1000.0010001600Including equipment1068.60Labour for Reinforcement 60Kg1060010728.328per Cum10926.1DSKDL1015.06

RETAINING WALLLength =791.25mWidth of raft=1.95mRaft Thickness=0.30mWall Height=8.00mWall Thickness=0.375m

Volume of Raft0CumVolume of Wall2373.75CumTotal concrete=2373.75CumSteel (100Kg/Cum)=237375Kg

ParticularsQtyUnitRateAmtMaterialConcrete M302373.75Cum5774.32813706811.0926976073.59Steel237375Kg551305562511,364per CuM11,364615516099409.51955Binding Wire3560.63Kg60213637.56919418098822.783034Labour6609207135.9072Labour for Concreting2373.75Cum1000.0023737501297650043405368.209784Labour for Reinforcement 237375Kg1023737505,467per CuM6,142.3518285.5684928TalibLabour for Shuttering12660Sqm650
Seema Kumavat: Seema Kumavat:staging rate cibsidered half since staging loaded on entire area822900017,506.671698.770762987739,952,573.59Total5.333333333317506.6746666667DSKDL16,830.99INR Per Cum1626.41

Podium side WALLLength =239.00mWall Height=13.00mWall Thickness=0.1m

Volume of Wall310.7CumTotal concrete=310.7CumSteel (100Kg/Cum)=15535Kg

ParticularsQtyUnitRateAmtMaterialConcrete M20310.7Cum5288.06881643002.976168083.068861552107250.779452Steel15535Kg55.00854425.0026per CuM26691941184476.93284648Binding Wire233.03Kg60.0013981.56604519205.57088Labour7810933.28317848Labour for Concreting310.7Cum1000.003107001250025139.7917064Labour for Reinforcement 15535Kg10.00155350.0040per CuM45.18Labour for Shuttering6214Sqm550.00
Seema Kumavat: Seema Kumavat:staging rate cibsidered half since staging loaded on entire area341770022,128.07Total20

SUPERSTRUCTURE - BUILDINGSFor TYPICAL floor

Steel Constant=5Kg/sftsteel53.8per sqmConcrete constant=1.8Cft/sft0.3965202607Cum/SqM35.3146667215conc0.5488240295per sqmShuttering constant=5.00Sqft/Sqft0.05097032390.5486445661shutt53.8per sqm

For Wing A - W Building13.99321.3004832714Total Slab Area261,462Sft

Volume of concrete=13,340CumSteel=1,307,308KgShuttering=121,497Sqm

ParticularsQtyUnitRateAmtMaterial61553722.27Concrete M3013,340Cum5774.32877,028,843150,107,374.556,179.70691944102.02Steel1,307,308Kg5571,901,9542451349.84Binding Wire19,610Kg601,176,5779,174.13talibLabour852.30Labour for Concreting13,340Cum994.0013,259,84166,328,780.042,730.66per CuMLabour for Reinforcement 1,307,308Kg14.2018,563,7773068.17008439474,972.22Labour for Shuttering121,497Sqm284.0034,505,162216,436,154.59per bldg859.15

761,4108,195,8178,910.37Per Sqm9,247.87DSDKLT & S cost For TYPICAL floor

Steel Constant=5Kg/sftConcrete constant=1.8Cft/sft0.3965202607Cum/SqMShuttering constant=5Sqft/Sqft

For Wing A - W BuildingTotal Slab Area261,462Sft

Volume of concrete=13,340CumSteel=1,307,308KgShuttering=121,497Sqm

ParticularsQtyUnitRateAmtMaterialConcrete M3013,340Cum665088,710,203184,516,288.017,596.27Steel1,307,308Kg73.28595,806,085Binding Wire19,610Kg0.0LabourLabour for Concreting13,340Cum0.029,766,777.101,225.46Labour for Reinforcement 1,307,308Kg0.01376.92167657992,231.41Labour for Shuttering121,497Sqm245.0029,766,777214,283,065.11per bldg

8,818.45Per Sqm9,695.351.04838721860.9900520803DESCRIPTIONUNITQTYTALIB SHAMSHIDSKDL(with 7% of profit + water & electricity)DSKDLRATESAMOUNTRATESAMOUNTRATESAMOUNT2.aPCC (M7.5 - 100 MM thk)-plum concreteCuM7051.8754,114.5429,015,217.593,355.1023,659,765.823,135.610.02.bRaft for basement CuM8426.0411,502.4696,920,210.6410,344.5087,163,197.749,667.7681,460,932.472.cRetaining Wall (Wall)CuM2373.7518,285.5743,405,368.2117,171.7340,761,396.3016,048.3538,094,762.902.eBasement Slab (PT)SqM15018.415,784.15237,052,612.5914,893.16223,671,364.0513,918.84209,038,657.992.fPodium (PT)SqM19118.746,771.48129,462,102.246,954.17132,955,056.936,499.23124,257,062.552.gBasement Slab (Conventional)SqM1533.2613,475.8720,662,012.6313,121.0720,118,012.7212,262.6818,801,881.042.hPodium (Conventional)SqM4646.246,397.8529,725,928.136,264.4529,106,151.445,854.6327,202,010.692.iBasement Slab (Transfer)SqM9404.1525,637.67241,100,482.8222,966.10215,976,609.7621,463.64201,847,298.842.jPodium (Transfer)SqM5070.767,063.0535,815,009.196,379.1132,346,912.775,961.7830,230,759.602 kPodium side wall Cum423.825,139.7910,654,243.7322,544.909,554,528.6221,070.008,929,466.002.lRefuge Floor (A B C D)SqM00.06,612.450.06,179.860.02.mRefuge Floor (E H)SqM00.06,612.450.06,179.860.02.nRefuge Floor (F G)SqM00.06,612.450.06,179.860.02.oTypical slabs (A,B,C,D)SqM96049.99,174.13881,174,523.879,044.15868,689,705.178,452.48811,859,537.542.pTypical slabs (E,H)SqM32692.169,174.13299,922,212.549,044.15295,672,799.578,452.48276,329,719.232 qTypical slabs (F,G)SqM23540.129,174.13215,960,183.549,044.15212,900,376.818,452.48198,972,314.782,270,870,107.712,192,575,877.712,027,024,403.6424,624,866.9023,013,894.30LESS PT CHARGES2,167,951,010.812,004,010,509.334.75%

Constant Cal Concrete Constants

Baseemnt area 25,955.81SqMarea Constant Constant for Shuttering Steel constant Pt Slab Constant at basment 15,018.400.802.80103.23Pt Slab Constant19118.740.351.4541.27Conventinal Consatant basement 1,533.260.702.7188.61Conventinal Consatant 4646.240.321.8735.57Transfar constant Basment 9,404.151.134.10196.49Transfar constant 5070.760.391.7441.14

Legnth / area Size in MSize of the ColoumnHeight Volume In CuMConstant Shuttering Constant Shuttering Constant Steel KG/Cum of slabLBHColoumnCuM/ SqMSQM / CuMSQM / CuMKg/CuMBasement 9540.6751.051000X 6255.303583.58175CuM0.145.20.7220027.61P11600.6751.051000X 6253.30374.22CuM0.045.20.202007.85P21600.6751.051000X 6253.30374.22CuM0.045.20.202007.81P31600.6751.051000X 6254.20476.28CuM0.05.20.02000.0

Drop Panel For PT Slab OnlyBasement 2002.52.52.5X 2.50.50625CuM0.023.40.081503.61P11102.52.52.5X 2.50.50343.75CuM0.043.40.121505.41P21102.52.52.5X 2.50.50343.75CuM0.043.40.121505.41P31102.52.52.5X 2.50.50343.75CuM0.043.40.121505.41

Footing 9542.532.5 X 3 0.957155CuM0.281.450.4012534.46

Beam Beam

Transfer Beam

Basement 37100.6251.75750 X 18004057.8125CuM0.433.221.39250107.87P3 x Type 3330.6251.75750 X 1800364.21875CuM0.043.220.121254.84p3 6 type 8950.6251.75750 X 1800978.90625CuM0.193.220.6212524.13Conventinal Beam

P3 & P4 * 213320.40.75400X 700399.6CuM0.096.420.5512510.75

Plinth Beam22260.250.5250 X 500278.25CuM0.036.420.19802.37Considering beam length 60% of slab beam Slab SqMThk Slab VolumeConventinal Slab Volume6179.500.180.1751081.4125CuM0.185.711.008014.00Pt Slab34137.140.250.258534.285CuM0.2541.0010025.00Transfer slab 14474.910.180.1752533.10925CuM0.185.711.008014.00Core area Basement Core 1740.20.25.5191.4CuM0.0850.4112510.18Podium Core 3480.20.23.3229.68CuM0.0250.121253.01

Summary - 19 Feb 2014 DSK - DREAM CITYEstimate - Waterfall ResidencesLand area - R3 Sector530,773.38SFtTotal construction cost4,257,090,333INRArea on each componentConstruction BUA2,228,941.63SFtTotal development cost165,665,612INRBasement 279,388.34SqFt25,955.81Sale area 1,514,632.69SFtTotal MEP cost1,240,172,810INRPodium 310,387.91SqFt28,835.74Total cost of water & electricity supply from mains (10rs per sqft of BUA)INRA, B, C & D ( type W)1,033,881.12SqFt96,049.90Rate on BUA2,874.73Rs/SFtFinal Total5,662,928,755INRE & H ( type x)351,898.41SqFt32,692.16Rate on Sale area4,230.47Rs/SFtContractors profit (5%)283,146,438INRF & G ( type 6)253,385.85SqFt23,540.12Establishment Charges (2%)113,258,575INRClub house SqFt0.0Contingencies (3%)169,887,863INRTotal area SqM 2,228,941.63SqFt207,073.73Escalation (5%)(on 60% amt of total costing)178,382,256INR6,407,603,886INRAlumform balance cost230,778,846INR

Sr.No.ParticularsUnitRateQty/ Area Devlopment Cost BasementPodiumType W Type XType 6Total Rate on const. AreaRate on Sale. AreaNB budgetDifference( Basement)(All Podium slabs)(4 Towers)(2 Towers)(2 Towers)(Rs)(Rs)(Rs)(Rs)(Rs)(Rs)(Rs)124221E A R T H W O R K 1.aExcavation in Black cotton Soil (disposal outside upto 10 km)CuM167.4234,323.365,746,2935,746,2932.583.791.bExcavation in Soft Soil (disposal inside premises Upto 2 km)CuM92.6480,156.757,425,9887,425,9883.334.901.cExcavation in Soft Soil (disposal outside upto 10 km)CuM208.1787,697.1318,256,34918,256,3498.1912.051.dExcavation in Murrum (disposal inside premises Upto 2 km, depth upto 6m)CuM92.640.00.00.00.00.01.eExcavation in murrum (disposal inside premises Upto 2 km, depth below 6m)CuM103.544,810.20498,0601.fExcavation in rock upto 7.45mCuM275.2845,004.7512,388,99812,388,9985.568.181.gExcavation in rock below 7.45mCuM505.6232,055.0016,207,6491.hDewatering costL.S.3,550,7203,550,7201.592.341.iBackfillingCuM101.1248,345.914,888,9324,888,9322.193.231.jCounter weight filling (with material within premises)CuM224.7242,270.929,499,1219,499,1214.266.271.kPCC (M - 7.5 ) for Leveling course above counter weight fillingCum4,797.471,326.676,364,6306,364,6302.864.201.lAnti termite TreatmentSqM54.4233,819.161,840,6051,840,6050.831.221.mShoring & Stutting, removing (Provision)Sqm1,291.681,186.881,533,0631,533,063Total 0.088,200,4080.00.00.00.071,494,69932.0847.20Rate on each component 0.0315.690.00.00.00.0Rate on total Constrcution area 0.039.570.00.00.00.0SUB TOTAL (1)88,200,40888,200,40839.5758.23-13,237,426.062R C C W O R K 0.00.00.02.aPCC (M7.5 - 100 MM thk)-plum concreteCuM3,490.127,051.8824,611,91624,611,91611.0416.25197.792.bRaft for basement CuM10,926.098,426.0492,063,65592,063,65541.3060.782.cRetaining Wall (Wall)CuM17,506.672,373.7541,556,46941,556,46918.6427.442.eBasement Slab (PT)SqM15,133.9415,018.40227,287,523227,287,523101.97150.06468,988,594.032.fPodium (PT)SqM7,011.3519,118.74134,048,135134,048,13560.1488.50196,706,284.7128% more area2.gBasement Slab (Conventional)SqM13,318.031,533.2620,419,99820,419,9989.1613.482.hPodium (Conventional)SqM6,344.624,646.2429,478,64129,478,64113.2319.462.iBasement Slab (Transfer)SqM23,530.159,404.15221,281,073221,281,07399.28146.102.jPodium (Transfer)SqM6,543.305,070.7633,179,50833,179,50814.8921.912 kPodium side wall Cum22,128.07423.809,377,8769,377,8764.216.192.lRefuge Floor (A B C D)SqM6,669.850.00.00.00.00.02.mRefuge Floor (E H)SqM6,669.850.00.00.00.00.02.nRefuge Floor (F G)SqM6,669.850.00.00.00.00.02.oTypical slabs (A,B,C,D)SqM9,247.8796,049.90888,257,445888,257,445398.51586.452.pTypical slabs (E,H)SqM9,247.8732,692.16302,333,001302,333,001135.64199.61150002 qTypical slabs (F,G)SqM9,247.8723,540.12217,696,081217,696,08197.67143.732 r Expansion joint Rm1,600.00740.251,184,4001,184,4000.530.782 sAluform Material cost SqM2,228,113.3397,617,55434,052,01425,139,681156,809,24870.35103.53Total 0.0628,405,034206,084,160985,874,998336,385,015242,835,7622,399,584,9691,076.561,584.27Rate on each component 0.02,249.22663.96953.57955.92958.36Rate on Constrcution area 216666840.0281.93092.458442.306150.917108.947SUB TOTAL (2)2,377,918,285.092,399,584,9692,399,584,9691,076.561,584.27672,227,619.093B R I C K W O R K & P L A S T E R 3.a6" Brick workSqM733.533,279.019,621,0099,621,0094.326.35SqM733.532,324.363,409,9763,409,9761.532.25SqM733.531,970.602,890,9882,890,9881.301.913.b9" Brick workCuM0.0CuM4,991.92153.001,527,5271,527,5270.691.01CuM4,990.91200.331,999,6591,999,6590.901.323.cBackcoat plaster for DadoSqM333.808,785.4211,730,43911,730,4395.267.74SqM333.8011,954.107,980,6527,980,6523.585.27SqM323.503,898.732,522,4782,522,4781.131.673.dGypsum Plaster for WallsSqM164.5636,400.5723,960,31223,960,31210.7515.82SqM164.5622,728.007,480,2407,480,2403.364.94SqM164.5617,289.115,690,1925,690,1922.553.763.eGypsum Plaster for CeilingSqM148.368,139.454,830,2774,830,2772.173.19SqM148.363,309.78982,078982,0780.440.65SqM148.361,743.45517,316517,3160.230.343.fPlaster to columns & Beam (Parking)SqM323.5018,634.636,028,3016,028,3012.703.98SqM323.501,500.41485,381485,3810.220.32SqM323.501,612.95521,789521,7890.230.34SqM323.500.00.00.00.00.03.gPunning to ceiling (Parking) (M+L)SqM145.0025,955.813,763,5923,763,5921.692.48SqM145.007,349.381,065,6601,065,6600.480.70SqM145.007,946.441,152,2341,152,2340.520.76SqM145.007,977.241,156,7001,156,7000.520.76Total 9,791,8944,381,76450,142,03621,380,47313,620,63499,316,80144.5665.57Rate on each component 35.0514.1248.5060.7653.75Rate on Constrcution area 4.3931.96622.4969.5926.111SUB TOTAL (3)99,316,80199,316,80144.5665.57-4,006,212.094W A T E R P R O O F I N G0.00.00.04.aBox type waterproofing (For raft & retaining walls)SqM1,050.0035,371.6937,140,26937,140,26916.6624.524.bAPP WP for basement top (exposed area)SqM1,250.0011,257.0514,071,31314,071,3136.319.294.cAPP Wp for Podium(exposed area)SqM1,250.007,977.249,971,5509,971,5504.476.584.dchemical WP for toiletsSqM1,160.191,711.327,941,8307,941,8303.565.24SqM1,160.191,208.932,805,1662,805,1661.261.85SqM1,160.19616.821,431,2451,431,2450.640.944.echemical WP for Dry balconySqM920.98525.361,935,3921,935,3920.871.28SqM920.98422.72778,636778,6360.350.51SqM920.98288.05530,579530,5790.240.354.fchemical WP for Attached TerracesSqM920.98892.203,286,8073,286,8071.472.17SqM920.98629.021,158,6341,158,6340.520.76SqM920.98426.40785,415785,4150.350.524.gBrick bat WP for Refuge AreaSqM1,090.74411.001,793,1731,793,1730.801.18SqM1,069.87221.80474,596474,5960.210.31SqM1,130.06108.87246,059246,0590.110.164.hBrick bat WP for Top TerraceSqM1,059.82788.333,341,9563,341,9561.502.21SqM1,054.00700.031,475,6701,475,6700.660.97SqM1,058.95715.291,514,9101,514,9100.681.004iWater proofing at top water storage SqM78.931,945.14614,121614,1210.280.41SqM78.931,945.14307,060307,0600.140.20SqM78.931,945.14307,060307,0600.140.20Total 51,211,5829,971,55018,913,2796,999,7624,815,26991,911,44241.2460.68Rate on each component 183.3032.1318.2919.8919.00Rate on Constrcution area 22.9764.4748.4853.1402.160SUB TOTAL (4)91,911,44291,911,44241.2460.6816,484,309.345T I L I N G0.00.00.05.aGVT (porcelin) flooring for livingSqM1,287.575,108.7026,311,26526,311,26511.8017.371,399.593,944.9911,042,69211,042,6924.957.291,399.472,922.118,178,7908,178,7903.675.405.bGVT (porcelin) flooringSqM1,297.544,779.5624,806,72724,806,72711.1316.381,298.393,006.807,808,0207,808,0203.505.161,294.481,532.823,968,3963,968,3961.782.625.cAntiskid flooring for toiletsSqM1,142.521,270.205,804,9035,804,9032.603.831,150.08895.502,059,7892,059,7890.921.361,142.52456.901,044,0331,044,0330.470.695.dAntiskid flooring for TerracesSqM1,016.31999.664,063,8774,063,8771.822.681,012.87716.041,450,5081,450,5080.650.961,014.41521.221,057,4631,057,4630.470.705.eAntiskid flooring for Dry BalconySqM1,142.52474.322,167,6762,167,6760.971.43977.41422.72826,338826,3380.370.55977.41301.25588,887588,8870.260.395.fDado for ToiletsSqM1,070.228,066.6734,532,40934,532,40915.4922.801,070.225,679.0012,155,54612,155,5465.458.031,070.222,923.236,256,9926,256,9922.814.135.gGlazed Dado for KitchenSqM977.412,828.1011,056,81211,056,8124.967.30977.411,881.003,677,0033,677,0031.652.43977.411,530.902,992,6232,992,6231.341.985.hGlazed Dado for Dry BalconySqM977.41721.002,818,8402,818,8401.261.86977.41422.72826,338826,3380.370.55977.41301.25588,887588,8870.260.395.iItalian Marble flooring for LobbySqM4,934.533,223.9263,634,15363,634,15328.5542.014,894.072,799.9027,405,78827,405,78812.3018.094,942.631,875.6018,540,78318,540,7838.3212.245.jPorcelin & Epoxy Flooring for staircase flooringSqM1,301.302,030.5810,569,55210,569,5524.746.981,301.301,820.524,738,0754,738,0752.133.131,301.301,392.703,624,6333,624,6331.632.395.kWooden FlooringSqM1,924.023,579.0327,544,46327,544,46312.3618.191,923.952,168.768,345,1728,345,1723.745.511,923.951,405.545,408,3775,408,3772.433.575.lBasin counters in toiletsNo4,617.65349.006,446,2376,446,2372.894.26No4,617.48240.002,216,3902,216,3900.991.46No4,617.48126.001,163,6051,163,6050.520.775.mWindow Frames (Granite)M559.661,064.722,383,5162,383,5161.071.57M559.641,190.521,332,5221,332,5220.600.88M559.641,190.521,332,5221,332,5220.600.885.nTrimix (M25) basment CuM7,117.512,653.3318,885,09118,885,0918.4712.47Nominal steel for Trimix(0.5Kg/SFt)Kg57.75142,802.228,246,828Binding WireKg63.002,142.03134,948Trimix (M25) podiumCuM7,117.512,327.3116,564,61316,564,6137.4310.94Epoxy coating over tremix - basementSqm1,301.3026,533.3034,527,709Epoxy coating over tremix - PodiumSqm1,301.3023,273.0630,285,1675.oThesholdsRmt986.911,022.004,034,474Rmt978.81840.001,644,406Rmt988.53728.001,439,2935.pChina mosaic on Top TerraceSqM484.38788.331,527,4051,527,4050.691.01SqM484.38700.03678,161678,1610.300.45SqM484.38715.29692,944692,9440.310.460.00.00.05.pTile grout, Tile protector & Acid WashL.S.2,771,2582,771,2581.241.83(5% of total tiling amt per tower)L.S.3,653,7303,653,7301.642.41L.S.2,322,4732,322,4731.041.535.qTiles for maintainanceL.S.2,771,2582,771,2581.241.83(5% of total tiling amt per tower)L.S.3,653,7303,653,7301.642.41L.S.2,322,4732,322,4731.041.53Total 61,794,57646,849,781233,244,82493,514,20861,523,175496,926,564222.94328.08Rate on each component 221.18150.94225.60265.74242.80Rate on Constrcution area 27.72421.019104.64441.95527.602SUB TOTAL (5)496,926,564496,926,564222.94328.08-14,299,387.026D O O R S0.00.00.06.aMain Door (Flats) (1.2*2.4)No21,758.38146.0012,706,89212,706,8925.708.3921,758.38120.005,222,0105,222,0102.343.4521,758.38104.004,525,7424,525,7422.032.996.bBedroom doors (1.0*2.4)No11,090.32342.0015,171,56115,171,5616.8110.0211,090.32240.005,323,3555,323,3552.393.5111,090.32126.002,794,7612,794,7611.251.856.cBathroom doors (0.9*2.4) including doors for gd floor toilet blockNo10,791.43349.0015,064,83915,064,8396.769.9510,791.43240.005,179,8875,179,8872.323.4210,791.43126.002,719,4412,719,4411.221.806.dDry balcony doors (1.0*2.4)No10,791.43146.006,302,1966,302,1962.834.1610,791.43122.002,633,1092,633,1091.181.7410,791.43104.002,244,6182,244,6181.011.486.eStaircase Doors (1.1*2.4) - Fire rated doorsNo16,500.0058.003,828,0003,828,0001.722.5316,500.0052.001,716,0001,716,0000.771.1316,500.0040.001,320,0001,320,0000.590.876.fServices Door near lift - MS Powder coatedNo8,000.0028.00896,000896,0000.400.598,000.0026.00416,000416,0000.190.278,000.0020.00320,000320,0000.140.216.gMeter Room Door near liftNo8,000.0028.00896,000896,0000.400.598,000.0026.00416,000416,0000.190.278,000.0020.00320,000320,0000.140.216.hGranite door frames for liftNo9,612.0084.003,229,6323,229,6321.452.139,612.0078.001,499,4721,499,4720.670.999,612.0040.00768,960768,9600.340.516.iDoors @ gd floor (1.7*2.4)No19,635.008.40659,736659,7360.300.4419,635.0052.002,042,0402,042,0400.921.3519,635.008.00314,160314,1600.140.216.iGlass door in toiletNo8,612.45364.0012,539,72812,539,7285.638.288,612.45280.004,822,9724,822,9722.163.188,612.45210.003,617,2293,617,2291.622.39Total 0.00.071,294,58429,270,84618,944,911119,510,34253.6278.90Rate on each component 0.00.068.9683.1874.77Rate on Constrcution area 0.00.031.98613.1328.500SUB TOTAL (6)119,510,342119,510,34253.6278.9050,040,861.737ALUMINIUM W I N D O W S & D O O R S0.00.00.07.aW (1.5 * 1.8)SqM4,842.001,113.0021,556,58421,556,5849.6714.234,452.004,842.001,144.8011,086,24311,086,2434.977.322,289.604,842.00724.007,011,2167,011,2163.154.631,448.007.bW (1.8 * 1.8)SqM4,842.00940.0018,205,92018,205,9208.1712.023,760.004,842.00610.005,907,2405,907,2402.653.901,220.00W (1.6 * 1.8)4,842.00216.002,091,7442,091,7440.941.38432.007.cW (1.2 * 1.8)SqM4,842.00216.004,183,4884,183,4881.882.76864.004,842.0090.72878,532878,5320.390.58181.44W (1 * 1.8)4,842.0080.00774,720774,7200.350.51160.007.dW (1.9 * 0.9)SqM4,842.00322.006,236,4966,236,4962.804.121,288.004,842.00143.641,391,0101,391,0100.620.92287.284,842.000.00.00.00.00.00.07.eW (0.9 * 0.9)SqM4,842.0043.00832,824832,8240.370.55172.004,842.0068.04658,899658,8990.300.44136.08W (0.8 * 0.9)4,842.0064.00619,776619,7760.280.41128.007.fV (0.5 * 0.9)SqM4,842.00262.005,074,4165,074,4162.283.351,048.004,842.00198.001,917,4321,917,4320.861.27396.004,842.00151.001,462,2841,462,2840.660.97302.007.gSD (1.8 * 2.1)SqM4,842.00191.003,699,2883,699,2881.662.44764.004,842.00164.161,589,7251,589,7250.711.05328.324,842.000.00.00.00.00.00.07.hSD (1.5 * 2.1)SqM4,842.00368.007,127,4247,127,4243.204.711,472.004,842.00295.202,858,7172,858,7171.281.89590.404,842.00328.003,176,3523,176,3521.432.10656.007.iMain Entrance door @ GF ( 4 * 2.1)SqM4,842.008.40162,691162,6910.070.1133.604,842.008.4081,34681,3460.040.0516.804,842.008.4081,34681,3460.040.0516.80Total 0.00.067,079,13126,369,14515,217,438108,665,71348.7571.74Rate on each component 0.00.064.8874.9360.06Rate on Constrcution area 0.00.030.09511.8306.827SUB TOTAL (7)108,665,713108,665,71348.7571.74-59,651,686.