1 1-12

HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

SI NO DESCRIPTION OF ACTIVITIES NOS

A SUB STRUCTURE1.a EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 3.5 1.975ALONG GRID B1 TO B2 1 7.3 3.5 1.975

1.b ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 3.5 0.5ALONG GRID B1 TO B2 1 7.3 3.5 0.5

2 CNS SOIL (MURROM)ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 0.5 1.975ALONG GRID B1 TO B2 1 7.3 0.5 1.975

3 RIVER SAND BEDDINGALONG GRID A & C 2 25.15 2.9 0.1ALONG GRID B1 TO B2 1 6.85 2.9 0.1

4 PCC FOR FOOTINGSii PCC ALONG GRID A & C 2 25.15 2.9 0.075

PCC ALONG GRID B1 TO B2 1 6.85 2.9 0.075

5 FOOTING i SHUTTERINGATF1 4 27.7 0.55ATF2 2 10 0.55

ii REBAR (from BBS sheet ) 1

iii RCCAT F1 2 25 2.7 0.2AT F1 SLOPE 2 25 1.025 0.25AT F2 1 6.7 2.7 0.2AT F1 SLOPE 1 6.700 1.025 0.25STRAP BEAM 1 25.000 0.650 0.6

1 6.700 0.650 0.6

6 COLUMN UP TO PLINTH LVLSHUTTERING

i AT C1 14 3.4 1.8AT C2 2 3.4 1.46

PROJECT : 33/11 KVA SUB STATION WORK NORTH CHENNAI.SITE : KORATTURCLIENT : M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.MEASUREMNT ARRIVED BY: Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project Engg,Harini),Mr.Anbarasan (Site Engg)CHECKED & RE-ARRIVED BY : Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

LENGTH IN M

WIDTH IN M

HEIGHT / DEPTH

IN M

2 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DEDUCTIONS AT GRADE LEVELAT GB3 BEAM JUNCTIONS FOR C1 -20 0.23 0.3AT GB4 BEAM JUNCTIONS FOR C1 -6 0.23 0.45AT GB1 BEAM JUNCTIONS FOR C1 -10 0.3 0.6AT GB2 BEAM JUNCTIONS FOR C1 -8 0.23 0.45AT GB1 IN CANTILEVER FOR C2 -1 0.23 0.6AT GB3 IN CANTILEVER FOR C2 -1 0.23 0.3

DEDUCTIONS AT PLINTH LEVELAT BEAM PB3 JUNCTIONS FOR C1 -20 0.23 0.3AT BEAM PB2 JUNCTIONS FOR C1 & C2 -8 0.23 0.45AT BEAM PB1 JUNCTIONS FOR C1 -2 0.3 0.6AT BEAM PB6 JUNCTIONS FOR C1 -4 0.23 0.45ATBEAM PB4 JUNCTION FOR C2 -6 0.23 0.45

ii REBAR 1

iii RCC COLUMNAT C1 14 3.4 0.4 0.5AT C2 2 3.4 0.23 0.5

7 GRADE BEAMi PCCAT GB-1 5 10.5 0.5 0.075AT GB-1 Cantilever for stair 1 1.5 0.5 0.075AT GB-2 2 4.75 0.43 0.075AT GB-2 2 5.25 0.43 0.075AT GB-3 10 3.3 0.43 0.075AT GB-3 Cantilever for stair 1 1.5 0.43 0.075AT GB-4 3 3.3 0.43 0.075

iiI REBAR 1IV SHURTTERING FOR G.BEAMS

AT GB-1 10 10.5 0.6AT GB-1 Cantilever for stair 1 1.5 0.6AT GB-2 4 4.75 0.45AT GB-2 4 5.25 0.45AT GB-3 20 3.3 0.3AT GB-3 Cantilever for stair 1 1.5 0.3AT GB-4 6 3.3 0.45

v RCC AT GB-1 5 10.5 0.3 0.6AT GB-2 2 4.75 0.23 0.45AT GB-2 2 5.25 0.23 0.45AT GB-3 10 3.3 0.23 0.3AT GB-4 3 3.3 0.23 0.45GB1 FOR STAIR 1 1.5 0.3 0.6

3 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

GB3 FOR STAIR 1 1.5 0.3 0.3

8 BACK FILLING STAGE 1REFER EXCAVTION QTY 1 506.76DEDUCTIONS

RIVER SAND FILLING BELOW FOOTING -1 16.5735MURROM FILLING -1 57.7688PCC BELOW FOOTING -1 12.4301RCC FOOTING -1 57.51COLUMN -1 10.30GARDE BEAM PCC -1 4.10

9 PLINTH BEAMSHUTTERING AT PB-1 2 10.5 0.75AT PB-2 4 4.75 0.45AT PB-2 4 5.25 0.45AT PB-3 18 3.3 0.3AT PB-4 8 3.3 0.45AT PB-5 2 3.35 0.45AT PB-6 8 1.23 0.45

REBARRCCAT PB-1 1 10.5 0.3 0.75AT PB-2 2 4.75 0.23 0.45AT PB-2 2 5.25 0.23 0.45AT PB-3 9 3.3 0.23 0.3AT PB-4 4 3.3 0.23 0.45AT PB-5 1 3.47 0.23 0.45AT PB-6 4 1.5 0.23 0.45

10 STAIRS FROM FGL TO +1.60Mi SHUTTERINGFOR RISER WALL 4 1.5 0.2GROUND LANDING 2 1 1.75WAIST SLAB 2 3.06 1.75EDGE SIDE 2 4.06 0.15LANDING 2 3.3 1.75

ii REBAR

iii RCCRAISER WALL 2 1.5 0.15 0.2GROUND LANDING 2 1 1.77 0.15WAIST SLAB 2 3.06 1.77 0.15LANDING 2 3.3 1.77 0.15

4 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

11 BRICK WORK BELOW PLINTHAT PB1 1 10.5 0.23 1.1AT PB2 2 4.75 0.23 1.4AT PB2 2 5.25 0.23 1.4AT PB3 9 3.3 0.23 1.55AT PB4 4 3.3 0.23 1.4AT PB5 1 3.3 0.23 1.95AT PB6 2 1.5 0.23 1.95STEPS FROM 0M LVL TO +1.5 M LVL 9 1.75 0.23 0.15

12 CABLE TRENCH 2 18.185 2 0.1i RIVER SAND FILLING 2 6.5 2 0.1RIVER SAND FILLING (Middle) 1 6.5 2.1 0.1

ii PCC 2 18.185 2 0.0752 6.5 2 0.0751 6.5 2.1 0.075

iii SHUTTERINGSHUTTERING FOR RAFT 2 12.485 0.2

4 6.7 0.2SHUTTERING FOR WALL 2 17.785 1.65

2 10.1 1.54 6.6425 1.54 6.2425 1.54 7.1 1.54 6.7 1.5

SHUTTERING FOR COVER SLAB 3 7.1 1.54 1.5 1.5

DEDUCTIONSJUN OF IN COMING CABLE DUCTWALL -2 1.5 1.5Deduction of corners -4 1.9 0.15JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5

iv REBAR 1

v RCCAT RAFT 2 18.185 1.9 0.2

3 6.7 1.9 0.2AT WALL 2 18.185 0.2 1.65

2 10.1 0.2 1.54 6.443 0.2 1.54 6.9 0.2 1.5

COVER SLAB 3 7.1 1.9 0.154 1.7 1.9 0.15

2 7.1 6.243 0.1RCC (FOR THE PLAN AREA OTHER THAN CABLE DUCT)- SLAB ON GRADE

5 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DEDUCTIONJUN OF IN COMING CABLE DUCT -2 1.5 1.5 0.2corners -4 1.9 0.2 0.15JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5 0.2

13 BACK FILLING STAGE 2QTY ABOVE NGL TO CONTROL ROOM 1 12.74 6.7 2.12TOILET SATIR AREA 1 3.3 10.27 2.12DEDUCTIONSGRADE BEAM GB1 -4 10.50 0.3 0.6

i RIVER SAND FILLING 1 12.485 6.7 0.081 10.27 3.3 0.08

ii PCC 1 12.485 6.7 0.11 10.27 3.3 0.1

iii REBAR

B SUPER STRUCTURE UP TO FF1 COLUMN UP TO FFi REBAR ii SHUTTERING

AT C1 14 4.42 1.8AT C2 2 4.42 1.46DEDUCTIONS AT BEAM LEVELAT BEAM FB4 JUNCTIONS FOR C1 -20 0.23 0.4AT BEAM FB5 JUNCTIONS IN C1 -4 0.23 0.6AT BEAM FB8 JUNCTIONS IN C1 -2 0.23 0.5AT BEAM FB1 JUNCTIONS IN C1 -10 0.4 0.75AT BEAM FB2&FB3 JUNCTIONS IN C1 -8 0.23 0.6AT BEAM FB6 JUNCTIONS FOR C1 -7 0.23 0.4Lintel Junction -32 0.3 0.23AT BEAM JUNCTION C2 -2 0.23 0.45

iii RCC AT C1 14 4.42 0.4 0.5AT C2 2 4.42 0.23 0.5

2 LINTEL S.SHADE& LATH (DROP)i

12 1.6 0.7SHUTTERING FOR LINTEL

6 10.5 0.322 3.3 0.3

Toilet & Battery room 4 3.3 0.34 1.9 0.3

SHUTTERING FOR SUN SHADE ABOVE WINDOWS

6 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DROP ABOVE VARANDAH 1 25.5 1

II REBAR 1

iii RCC SUN SHADE ABOVE WINDOWS 12 1.6 0.6 0.1RCC LINTEL 1 67.65 0.23 0.3

1 3.3 0.23 0.31 3.3 0.115 0.3

TOILET FLOOR LVL BEAM 1 10.4 0.23 0.3MID LVL 4.5" 1 3.8 0.115 0.3

DROP ABOVE VARANDAH 1 25.60 0.08 1

3 FF BEAM i REBAR ii SHUTTEREING

AT FB-1 5 10.5 1.62AT FB-2 2 4.75 1.15AT FB-3 2 5.25 1.15AT FB-4 10 3.3 0.75AT FB-5 2 3.3 1.15AT FB-6 7 1.52 0.82AT FB-7 6 3.3 0.57AT FB-8 1 3.3 0.95ABOVE ROLLING SHUTTER- PB-6 2 1.75 0.83

iii RCC AT FB-1 5 10.5 0.4 0.75AT FB-2 2 4.75 0.23 0.6AT FB-3 2 5.25 0.23 0.6AT FB-4 10 3.3 0.23 0.4AT FB-5 3 3.3 0.23 0.6AT FB-6 7 1.5 0.3 0.4AT FB-7 6 3.4 0.23 0.3AT FB-8 1 3.3 0.23 0.5ABOVE ROLLING SHUTTER- PB-6 2 1.75 0.23 0.45

4 FF SLABi SHUTTERING FS 1 5 10.54 3.3000FS3 1 5.45 3.3000FS2 6 1.45 3.3000OUTER SIDES 2 34.20 0.1500ADDITIONAL SLAB ABOVE R SHUTTEROUTER SIDE 2 2.75 0.15LANDING AS LIKE GF 2 2.75 1.75

ii REBAR 1

7 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

iii RCC FS-1 4 10.5 3.3 0.14FS-1 1 10.5 3.385 0.14FS-2 6 3.4 1.52 0.14FB-3 1 5.385 3.385 0.15SLAB ABOVE ROLLING 1 2.75 1.75 0.15

5 STAIR FROM +1.5M TO- 5.85M LVLi SHUTTERING FOR STAIR UP TO FFMID LANDING BEAM AT +3.675M 1 3.745 0.83MID LANDING SLAB AT +3.675M 1 3.745 1.385WAIST SLABS 1 &2 2 4.05 2.03

Ii REBAR

IiI RCCSTAIR FROM +1.5M TO- 5.85M LVLMID LANDING BEAM AT +3.675M 1 3.3 0.23 0.45MID LANDING SLAB AT +3.675M 1 3.385 1.385 0.2WAIST SLABS 1 &2 2 4.06 1.6 0.2

6 BRICK WORKS AT GFALONG GRID A&C 12 3.3 0.23 3.7ALONG GRID 1,2 2 10 0.23 3.65ALONG GRID 7 1 10.5 0.23 3.65WALL BETWEEN GRID B& C 1 3.3 0.23 3.5STEPS FROM +1.5 TO FF 14 1.72 0.25 0.145DEDUCTIONSWINDOW -W -12 1.18 0.23 1.48VENTILATORS-V -10 1.18 0.23 0.58VENTILATORS-V -3 0.8 0.23 0.58DOOR D1 -3 0.9 0.23 2.1ROLLING SHUTTER -1 2.75 0.23 3.6COLLAPSABLE GATE -1 1.5 0.23 2.4JOLLEY -1 1.2 0.23 1.2

7 4.5"HALF BRICK WALLWALL AT GRID B 1 3.3 3.5WALL AT TOILET 2 1.9 3.5DEDUCTIONS 2 1.05 3.5DOOR D2 -2 0.9 2.1

C SUP STRUC. FROM FF TO ROOF1 COLUMN UP TO ROOFi REBAR ii SHUTTERING

AT C1 14 3.5 1.8AT C2 2 3.5 1.46DEDUCTIONS AT BEAM LEVEL

8 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

AT BEAM RB4 JUNCTIONS IN C1 -22 0.23 0.4AT BEAM RB7 JUNCTIONS IN C1 -2 0.23 0.5AT BEAM RB1 JUNCTIONS IN C1 -10 0.4 0.75AT BEAM RB6 JUNCTIONS IN C1 -4 0.23 0.5AT BEAM RB5 JUNCTIONS IN C1 -7 0.23 0.5ATBEAM JUNCTION C2 -6 0.23 0.5

iii RCC AT C1 14 3.5 0.4 0.5AT C2 2 3.5 0.23 0.5

2 LINTEL ,SSHADE& LATH (DROP)i SHUTTERING FOR SUN SHADE 8 1.6 0.7SHUTTERING FOR LINTEL 24 3.3 0.3

1 10.5 0.62 10 0.6

LOFT 2 18.185 0.682 9.3 0.68

DROP ABOVE VARANDAH 1 25.6 1

II REBAR

iii RCC SUN SHADE 8 1.6 0.6 0.1RCC LINTEL 12 3.3 0.23 0.3

1 10.5 0.23 0.3ABOVE 4.5" WALL 1 2.775 0.115 0.3

1 3.76 0.23 0.3LOFT 2 18.185 0.6 0.08

2 9.34 0.6 0.08DROP ABOVE VARANDAH 1 25.6 0.08 1

3 ROOF BEAMi SHUTTERINGAT RB1 5 10.5 1.62AT RB3 6 3.4 0.69AT RB4 11 3.3 0.8AT RB5 7 0.75 1.27AT RB6 2 10 0.72AT RB7 1 3.3 0.95

ii REBAR iii RCC

AT RB1 5 10.5 0.4 0.75AT RB3 6 3.4 0.23 0.3AT RB4 11 3.3 0.23 0.4AT RB5 7 1.5 0.3 0.5AT RB6 2 10 0.23 0.5AT RB7 1 3.3 0.23 0.5

9 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

4 ROOF SLABi SHUTTERING

5 10.50 3.301 5.25 3.306 1.54 3.30

OUTER SIDES 2 34.06 0.15

ii REBAR iii RCC

RSI 4 10.50 3.30 0.14RSI 1 10.50 3.39 0.14RS3 1 5.39 3.39 0.14RS2 6 1.52 3.40 0.14

5 9" BRICK WORKS AT FFALONG GRID A&C 11 3.3 0.23 2.8ALONG GRID 1,2 2 10 0.23 2.75ALONG GRID 1,2&7 1 10.5 0.23 2.45WALL BETWEEN GRID A& C 2 3.3 0.23 2.6STEPS 11 1.73 0.25 0.145DEDUCTIONSWINDOW -W -11 1.18 0.23 1.48VENTILATORS-V -7 0.8 0.23 0.58DOOR D1 -2 0.9 0.23 2.1DOOR D -2 0.9 0.23 2.1JOLLY -1 1.2 0.23 1.2

6 4.5"WALL AT FFWALL AT GEN TOILET 2 1.5 3.05

2 1.05 3.05WALL AT LADIES TOILET 1 1.5 3.05

2 1.15 3.05DEDUCTIONS -DOOR D2 -4 0.9 2.1

7 9' BRICK WORKS AT VARANDAH 1 25 0.23 0.9

8 STAIR CASE STRUCTUREi SHUTTERING STAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.83MID LANDING SLAB AT +9.04M 1 3.745 1.385SMALL LANDING AT +5.85MLVL 1 1.6 0.75WAIST SLAB 3 & 4 2 3.182 2.03

ii REBAR FOR STAIR 1

iii RCC FOR STAIR

10 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

STAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.23 0.45MID LANDING SLAB AT +9.04M 1 3.745 1.385 0.2SMALL LANDING AT +5.85MLVL 1 1.6 0.75 0.2WAIST SLAB 3&4 2 3.182 1.6 0.2

9 ROOF WORKSa. ROOF LVL RCC & head room

i SHUTTEREINGHB1 Outer side 1 3.930 0.500HB1 Inner side 3 3.470 0.360HB2 Outer side 2 7.115 0.500HB2 Inner side 2 6.425 0.360HB3 Outer side 1 3.930 0.300HB3 Inner side 1 3.470 0.160HS1 1 7.115 3.930C1 2 1.800 2.200C2 2 1.460 2.200

ii REBARiii RCC

COLUMN C1 AT PARAPET 8 0.90 0.40 0.50COLUMN C1 2 2.40 0.40 0.50COLUMN C2 2 2.40 0.23 0.50BEAM HB1 2 3.30 0.23 0.50BEAM HB2 2 5.87 0.23 0.50BEAM H3 1 3.3 0.23 0.3SLAB HS1 1 6.425 3.47 0.14

b BRICK WORK 9"AT PARAPET 6 3.3 0.23 0.9

1 10.5 0.23 0.91 5.25 0.23 0.9

AT HEAD ROOM 1 16.17 0.23 1.9HEAD ROOM PARAPET 1 20.9 0.23 0.3DEDUCTIONSDOOR D1 -1 0.9 0.23 1.9WINDOW -1 1.18 0.23 1.48JOLLY -1 1.2 0.23 1.2

c 9 "RICK WORKS-PASSAGE 1 25 0.23 0.9

D EXTERNAL FINISHING AND YARD WORKS1 EXTERNAL WORKS & YARDa EXCAVATION TRANS FTNG 1 3.9 12.9 1.5

CABLE TRENCH 2 1.2 12.9 1.52 3 1.2 1.5

b RIVER SAND 1 12.5 6.2 0.1

11 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

c PCC 1 12.5 6.2 0.075

d SHUTTERING

1 25.22 0.25STRAP BEAM 2 19.76 0.35COLUMN 8 1.2 2.10

2 1.36 2.10BEAM B1 8 2.475 0.325BEAM B2 4 2.475 0.325SLAB 1 3.35 3.35FIRE WALL 2 4.23 4.50CABLE DUCT RAFT ALONG PLINTH 2 18 0.20

CABLE DUCT RAFT ARROUND PLINTH-WALL 2 72 1.30COVER SLAB 2 18 1.2DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.30

e REBAR FOR TRS. FORMER FND 2f RCC

TRANSFORMER FOUNDATION 1 9.38 3.275 0.25STRAP BEAM 2 9.38 0.5 0.35COLUMN C1 8 0.3 0.3 2.10BELOW GROUND C2 2 0.45 0.3 1.00ABOVE GROND C2 2 0.45 0.23 1.10BEAM AT FLOOR LEVEL B1 4 2.175 0.3 0.33BEAM AT FLOOR LEVEL B2 8 2.175 0.3 0.33SLAB AT PLINT 2 3 3 0.18FIRE WALL 1 4.5 0.23 4.95CABLE DUCT AROUND PLINTHRAFT 2 12.07 1.5 0.20

4 3 1.5 0.20WALL 1 46.94 0.15 1.55

8 2.175 0.15 1.55COVER SLAB 2 12.07 1.2 0.15

4 3 1.2 0.15DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.3 0.15

2ii EARTHB WORK EXCAVATION 1 5.74 4.2 1.50ii RIVER SAND 1 5.74 3.8 0.08iii PCC 1 5.74 3.8 0.10iv SHUTTEREING

TRANSFORMER FOUNDATION & FIRE WALL-BASE

CABLE DUCT FROM PLINTH TO BUILDING

CABLE DUCT FROM TRANSFORMER TO BUILDING

12 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

RAFT 2 18.48 0.20WALL 2 36.96 1.50COVER SALB 2 9.24 1.5

v REBARvi RCC

RAFT 1 5.74 3.65 0.20WALL 2 5.74 0.2 1.20

1 5.74 0.25 1.20BEAM 2 3.65 0.3 0.30BEAM 1 3.65 0.35 0.20COVER SLAB 1 5.74 3.6 0.20

3 INCOMING CABLE TRENCHi EXCAVATION 2 12.07 1.7 1.50ii SAND FILLING 2 12.07 1.8 0.08iii PCC 2 12.07 1.8 0.10iv SHUTTERING

RAFT 2 12.07 0.20WALLL 2 12.07 1.30

2 12.07 1.15COVER 2 12.07 1.5

v REBARvi RCC

RAFT 2 12.07 1.7 0.20WALL 2 12.07 1.2 0.20COVER 2 12.07 1.7 0.15

INCOMING CABLE TRENCHi EXCAVATION 2 10.93 2.5 1.50ii SAND FILLING 2 10.93 2.1 0.08iii PCC 2 10.93 2.1 0.10iv SHUTTERING

RAFT 2 23.76 0.20WALLL 4 10.93 1.30

4 10.93 1.15COVER 2 10.93 1.5

v REBARvi RCC

RAFT 2 10.93 1.9 0.20WALL 4 10.93 1.2 0.20COVER 2 10.93 1.9 0.15

4 BACK FILLING 3RD STAGEREFER QTY OF EXCAVATIONDEDUCTIONR SAND FILLING OF TRANS FDNPCC OF TRANS FDN

13 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

RCC OF TRANS FDN

5 PAVING 1 66.40 16 ROAD

ROAD BASE (METAL & GRAVEL) 1 22.00 0.3 6PCC BY 40MM M5-1:4:8 1 22.00 0.15 6RCC BY 20MM M15 1 22.00 0.15 6TOPING BY 3TO 10MM M15 1 22.00 0.05 6REBAR 8 @275 MM C/C-(3.03 KG/SQM) 1 22.00ROAD/ SQM 1 22.00 6

7 UG SUMP (LUMPSUM)a EXCAVATION 1 4.50 2.7 1.5b RIVER SAND FILLING 1 4.10 2.3 0.1c PCC 1 4.10 2.3 0.1d SHUTTERING

FLOOR 1 12.00 0.2WALL 1 22.80 2.1COVER SLAB 1 3.90 2.1

e REBAR 22KG/SQM OF SURFACE AREA 1 44.70 22f RCC FLOOR 1 3.90 2.1 0.2RCC WALL 1 11.40 2.1 0.15RCC COVER SLAB 1 3.90 2.1 0.15

g PLASTERINGFLOOR 1 3.00 1.8WALL 1 9.60 2.2CEILING 1 3.00 1.8

h MANHOLE COVER 1

8 WEATHERING COURSE & TILING 1 21.7 10.5

9 YARD OPEN AREA FILLING 4TH STAGESIZE OF THE PLTOT 1 51 21 0.7DEDUCTION FOR BLG AREA -1 22.2 11 0.7TRANSFORMER YARD -1 12.30 6 0.7CABLE TRENCE AREA -1 2.50 3.6 0.7INCOMING TRENCH AREA -2 3.70 1.9 0.7WATER TANNK -1 3.00 2.5 0.7STAIR AREA -2 7.40 1.75 0.7

E FINISHING WORKS1 PLASTERING INTERNALa GF

WALL-CONTROL ROOM 1 57.31 4.25DEDUCTIONSW -12 1.18 1.48V -9 1.18 0.58RS -1 2.75 4.1

14 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

D1 -2 0.9 2.1D1 -1 1.2 2.1Beam Surface on Wall -8 0.4 0.61BATTERY ROOM 1 11.25 3.8GENTS TOILET 1 27.17 3.8DEDUCTIONSBath & Toilet walls -4 0.115 3.8D1 & D2 -5 0.9 2.1URINAL ENTRY -2 1.05 3.8VENTILATOR -3 0.8 0.6D1 BATTERY ROOM -1 1.2 2.1STAIR ROOM 1 17.27 4.25DEDUCTION FOR CG -1 1.5 2.1DEDUCTION FOR JOLLEY -1 1.2 1.2

b PLASTERING INTERNAL FFWALL OFFICE 1 57.3 3.3DEDUCTIONSW -11 1.18 1.48D1 -2 0.9 2.1D -2 1.1 2.1GENTS TOILET/BATH 2 5.1 3.3WALL URINAL/PASSAGE 1 12.4 3.3DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1VENTILATORS -5 0.8 0.6

LADIES TOILET 2 5.5 3.3DEDUCTION FOR DOORS-D1 -2 0.8 2PASSAGE 1 8.32 3.3DEDUCTIONS D1 & D2 -5 0.8 2.1VENTILATORS -2 0.8 0.6STAIR ROOM AT FIRST FLOOR 1 17.27 3.3DEDUCTION AT ENTRANCE -1 3.3 3.1JOLLY -1 1.2 1.2

c HEAD ROOMWALL 1 16.58 2.25DEDUCTION DOOR -1 0.9 1.9WINDOW -1 1.18 1.48JOLLY -1 1.2 1.2

2 CEILING PLASTERING GfCEILING 1 18.185 10.5FB1 BEAM DROP 4 10.5 1.2WET AREAS 1 3.385 3.015BATTERY ROOM 1 3.385 2.24STAIR MID LANDING 1 3.385 1.4WAIST 1 &2 2 1.87 4.06

15 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

VARANDAH 1 22 1.75FB6 BEAM DROP 7 1.5 0.52FB7 BEAM DROP 6 3.3 0.16

SRAIR AT 00 LVLWAIST 2 3.13847 1.5SOFFIT 2 3.385 1.5BEAM PP 5 &6 DROP 2 6.47 0.25

b CEILING PLASTERING FFOFFICE 1 18.18 10.5LOFT 1 55 1.2WEWT AREA 1 3.385 5VARANDAH 1 22.2 1.75RB1 BEAM DROP 4 10.5 1.2RB5 BEAM DROP 6 1.5 0.72RB3 BEAM DROP 6 3.3 0.39STAIR AREA MID LANDING 1 3.745 1.385SMALL LANDING 1 1.6 0.75WAIST SLAB 3 & 4 2 3.182 2.03

c HEAD ROOMCEILING 1 6.885 3.38BEAM DROP HB3 1 3.38 0.15BEAM DROP HB2 2 1.5 0.35

3 PAINTING INTERNALa GF

WALL RFEFER QTY FROM PLASTERDEDUCT WALL TILINGCEILING

b FFWALL REF QTY FROM PLASTERDEDUCT WALL TILINGCEILING

4 FLOORINGa GROUND FLOOR

CERAMIC FLOORING 1 18.185 10.5DEDUCTION FOR CABLE TRENCH

-1 14.385 1.9-1 12.585 1.9

GENTS TOILET-FLOORING 1 3.155 2.9BATTERY ROOM 1 3.385 2.24

16 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

ACCESS STEPS & STAIRFLOOR LANDING SLAB AT +0.00M LVL 2 3.7 1.75STEPS 20 1.75 0.46STAIR PASSAGE AT ENTRANCE 1 5.25 3.385

b FLOOR TILING GF STAIRMID LANDING AT +3.675M LVL 1 3.385 1.25STEPS 29 1.6 0.395

c FLOOR TILING FFFF-FLOORING 1 18.185 10.5GENTS TOILET-FLOORING 1 3.385 3.015LADIES TOILET 1 3.385 2.24PASSAGE AT VARANDAH 1 22.2 1.63STAIRSTEPS FROM FF TO ROOF 20 1.6 0.395SMALL LANDING AT +5.85MLVL 1 3.385 0.75MID LANDING SLAB 1 3.385 1.25LANDING AT +9.04MLVL 1 3.385 1.12

2 WALL DADOa GROUND FLOOR

WALL TOILET/BATH 2 5.9 2.1WALL URINAL 1 4.755 2.1BATH PASSAGE 1 8.77 2.1DEDUCTION FOR DOORS-D2 -4 0.8 2.1VENTILATORS -3 0.8 0.6DEDUCTION FOR DOORS-D1 -1 0.8 2.1WALL SKIRTINGSTAIR AREA 1 17.27 0.1DEDUCTION FO CG -1 1.5 0.1CONTROLL ROOM WALL TILING 2 18.185 2.1

2 10.5 2.1DEDUCTIONWINDOW -12 1.18 1.48DOORS -2 0.9 2.1DOORS -1 1.2 2.1ROLLING SHUTTER -1 2.75 2.1

b FFGENTS TOILET/BATH 2 5.1 2.1WALL URINAL/PASSAGE 1 12.4 2.1DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1VENTILATORS -5 0.8 0.6

LADIES TOILET 2 5.5 2.1DEDUCTION FOR DOORS-D1 -2 0.8 2PASSAGE 1 8.32 2.1DEDUCTIONS D1 & D2 -5 0.8 2.1VENTILATORS -2 0.8 0.6

17 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

SKIRTINGOFFICE 1 57.37 0.1DEDUCTION DOOR D -2 1.1 0.1DOOR D1 -2 0.9 0.1STAIR AREA 1 17.27 0.1DEDUCTION FOR ENTRANCE -1 3.3 0.1PASSAGE 2 23.5 0.1DEDUCTIONS FOR D -2 1.1 0.1

3 EXTERNAL FINISHING WORKSa PLASTERING EXTERENAL WALL 1 68.2 11.14

CORNICHE AT PARAPET LVL 1 66.4CORNICHE AT HEAD ROOM ROOF 1 22.2COLUMN PEOJECTIONS @ SOUTH 12 0.25 10.75COLUMN PEOJECTIONS @ EAST/WEST 3 0.17 10.75WARANDAH PARAPET WALL AT FF 1 25 1.8SLAB ABOVE ROLLING SHUTTER 1 5.17 2.73DROPS AT FIRST FLOOR LVL 1 25 2.1COLUMN AT NORTH 12 0.25 9.3ROOF LEVEL DROP ABOVE VARANDAH 1 25.7 2.1SUNSHADES AT GF 7 3.4 1.2SUNSHADES AT FF 8 3.4 1.2HEAD ROOM PLASTERING EXTERNAL 1 18.13 2.4HEAD ROOM PARAPET 1 22.2 0.6COLUMN FACES 1 1.81 2.7PARAPET IN PASSAGE AT ROOF 2 1.5 1.9DEDUCTIONSWINDOWS -24 0.72 1.02CG -1 1.04 1.87RS -1 2.29 3.87DOORS D AT FF -2 0.64 1.87DEDUCTION FOR STAIR ENTRY @FF -1 3.3 3.87DOOD D AT ROOF D1 -1 0.44 1.87JOLLY -3 0.74 0.74FIRE WALL 1 9.25 9.5

4 EXTERNAL PAINTINGEXTERNAL WALL

5 SS HAND RAILSHANDRAIL AT O TO 1.5M 2 8HANDRAIL AT STAIRWAIST SLABS 1 &2 2 4.05WAIST SLAB 3&4 2 3.182

6 WATER TANK 1000 LITER 27 BATERY ROOM WALL ACID RESISTANT 1 10.25 2.18 ELECTRICAL WORKS WITH FITTINGS 1

18 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

9 PLUMPING & SANITARYWERES 110 SEWAGE/ DRAINAGE WORKS 1 30.0011 SEPTIC TANK& SOAKWAY WITH COVERS 112 RAIN WATER LINE & HARVESTING 1

13 114 INSPECTION CHAMBER 315 GULLY TRAP 216 JOINERIES

a DOOR D (CW H C FLUSH DOOR) 2 1.1 2.1DOOR D1 (CW HC FLUSH DOOR) 6 0.9 2.1

b DOOR D2 (PVC DOOR) 6 0.9 2.1c ROLLING SHUTTER 1 2.75 3.6d COLLAPSIBLE GATE(MS) 1 1.5 2.1

e WINDOW(ALUMINIUM) 23 1.18 1.48VENTILATOR IN CONTROL ROOM 9 1.18 0.58VENTILATOR IN TOILETS 10 0.8 0.58WINDOW IN THE PLACE OF JOLLY 3 1.2 1.2WINDOW HEAD ROOM 1 1.2 1.2

f GRILL WITH PAINTING W1 23 1.18 1.48WINDOW IN THE PLACE OF JOLLY 1 1.2 1.2

18 BOREWELL 119 ACCESS LADDER MS- 4M AT ROOF 1

ENTRANCE GATE 6m wide+ 2M WICKED GATE

19 1-12

HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

QTY SUB TOTAL

353.9250.46125 404.38125

89.612.775 102.375

50.567.20875 57.76875

14.5871.9865 16.5735

10.940251.489875 12.430125

60.9411 71.94

3.8905 3.8905

2712.8125

3.6181.716875

9.752.613 57.51

85.689.928

33/11 KVA SUB STATION WORK NORTH CHENNAI.

M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project

Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

20 1-12

QTY SUB TOTAL

-1.38-0.621

-1.8-0.828-0.138-0.069

-1.38-0.828

-0.36-0.414-0.621 87.169

5.0391 5.0391

9.520.78 10.30

1.970.060.310.341.060.050.32 4.10

3.19 3.19

630.9

8.559.4519.80.458.91 111.06

9.450.981.092.281.020.27

21 1-12

QTY SUB TOTAL

0.14 15.23

506.76

-16.5735-57.76875

-12.430125-57.510-10.302

-4.102 348.070

15.758.559.45

17.8211.883.0154.428 70.893

2.3779 2.3779

2.360.981.092.051.370.360.62 8.83

1.203.50

10.711.22

11.55 28.18

0.588 0.588

0.090.531.621.75 4.00

22 1-12

QTY SUB TOTAL

2.663.063.38

10.594.251.481.350.54 27.30

7.272.601.37 11.24

5.461.951.02 8.43

4.9945.36

58.690530.3

39.85537.455

42.640.2

31.959

-4.5-1.14

-4.875 289.8895

5.8872 5.8872

13.827.64

12.006.067.738.286.071.94

8.87

23 1-12

QTY SUB TOTAL

-0.90-0.23-0.98 70.30

180.9671.85

-7.56 245.25

6.692.71 9.40

8.363.39 11.75

0.37 0.37

3.91

111.3812.91

-1.84-0.552

-0.23-3

-1.104-0.644-2.208-0.207 114.51

12.381.02 13.39

13.44

18.9021.78

3.962.28

24 1-12

QTY SUB TOTAL

25.50 85.86

0.81

1.154.670.230.110.720.13

2.05 9.06

6.9092 6.91

85.0510.9312.0824.75

7.598.72

11.293.142.91 166.44

15.751.311.453.041.371.261.410.381.58 27.53

173.9117.9928.7110.26

0.839.63 241.32

3.70 3.70

25 1-12

QTY SUB TOTAL

19.404.984.342.730.72 32.18

3.115.19

16.44 24.74

1.05 1.05

0.340.942.60 3.88

33.7016.79

8.812.660.87

-4.82-1.57-0.32-1.30-2.28-0.83-0.33 51.38

11.5513.30

7.35-3.78 28.42

3.18 3.18

88.2010.22

26 1-12

QTY SUB TOTAL

-2.024-0.23

-3-0.46

-0.805-0.69 91.21

9.800.81 10.61

8.9623.76

6.3012.0024.7312.6525.60 114.00

0.97

0.772.730.720.100.261.750.902.05 9.27

85.0514.0829.04

6.6714.40

3.14 152.37

5.13 5.13

15.751.413.341.582.300.38 24.75

27 1-12

QTY SUB TOTAL

173.2517.3330.4910.22 231.29

3.21 3.21

19.404.982.554.34 31.27

23.3812.65

5.923.950.69

-4.42-0.75-0.87-0.87-0.33 39.35

9.156.414.587.02

-7.56 19.59

5.18 5.18

3.115.191.20

12.92 22.41

0.87 0.87

28 1-12

QTY SUB TOTAL

0.391.040.242.04 3.70

1.9653.7487.1154.6261.1790.555

27.9627.9206.424 61.494

1.19

1.440.960.550.761.350.233.12 8.41

4.102.171.097.071.44

-0.39-0.40-0.33 14.74

5.18 5.18

75.47 75.4746.44 46.4410.80 10.80

7.75 7.75

29 1-12

QTY SUB TOTAL

5.81 5.81

35.96335.96320.160

5.71235.96335.96311.22335.96335.963

35.96343.200

-8.450 323.58

6.0223 6.02

7.683.281.510.270.230.851.703.155.12

7.243.60

10.914.054.352.16

-1.268 54.83

36.16 36.161.742.18

30 1-12

QTY SUB TOTAL

35.96335.96327.720 99.65

0.901

4.192.761.720.660.264.13 13.71

61.56 61.563.484.35

4.8331.3827.7636.21 100.18

1.23

8.215.796.16 20.16

81.98 81.983.674.59

9.5056.8450.2832.79 149.41

1.45

8.3110.49

6.23 25.03

132.71

-7.75-5.81

31 1-12

QTY SUB TOTAL

-54.83 64.31

66.40 66.40

39.6019.8019.80

6.60

132.00 132.00

18.23 18.230.94 0.940.94 0.94

2.4047.88

8.19 58.470.98 0.981.643.591.23 6.46

5.4021.12

5.40 31.921.00

227.85 227.85

749.70-170.94

-51.66-6.30-9.84-5.25

-18.13 487.58

243.57

-20.96-6.16

-11.28

32 1-12

QTY SUB TOTAL

-3.78-2.52-1.9542.75

103.25

-1.75-9.45-7.98-1.44-2.5273.40-3.15-1.44 388.59

189.09

-19.21-3.78-4.6233.6640.92-8.40-2.4036.30-3.2027.46-8.40-0.9656.99

-10.23-1.44

37.31-1.71-1.75-1.44 354.19

190.9450.4010.21

7.584.74

15.18

33 1-12

QTY SUB TOTAL

38.505.463.17

9.4210.16

3.24 348.99

190.8965.9616.9338.8550.40

6.487.72

5.191.20

12.92

23.270.511.05 421.37

388.59-132.36326.18

354.19-75.89421.37 1282.07

190.94

-27.33-23.91

9.157.58

34 1-12

QTY SUB TOTAL

12.9516.1017.77 203.25

4.2318.33 22.56

190.9410.21

7.5836.19

12.642.544.233.79 268.12

24.789.99

18.42-6.72-1.44-1.68

1.73-0.1576.3844.10

-20.96-3.78-2.52-5.78 132.36

21.4226.04-8.40-2.4023.10-3.2017.47-8.40-0.96

35 1-12

QTY SUB TOTAL

5.74-0.22-0.181.73

-0.334.70

-0.22 75.89

759.7566.4022.2032.25

5.4845.0014.1152.5027.9053.9728.5632.6443.5113.32

4.895.70

-17.63-1.94-8.86-2.39

-12.77-0.82-1.6487.88 1250.00

1250.00

16.00

8.106.36 30.46

221.53 21.53

1

36 1-12

QTY SUB TOTAL

130

11

132

4.6211.34 15.96

11.34 11.349.90 9.903.15 3.15

40.176.164.644.321.44 56.73

40.171.44 1165.00

1.00 11.00 1

37 1-12

HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

SI NO DESCRIPTION OF ACTIVITIES NOS

A SUB STRUCTURE1.a EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 3.5 1.975ALONG GRID B1 TO B2 1 7.3 3.5 1.975

1.b ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 3.5 0.5ALONG GRID B1 TO B2 1 7.3 3.5 0.5

2 CNS SOIL (MURROM)ALONG GRID A1 TO A7*& C1 TO C7 2 25.6 0.5 1.975ALONG GRID B1 TO B2 1 7.3 0.5 1.975

3 RIVER SAND BEDDINGALONG GRID A & C 2 25.15 2.9 0.1ALONG GRID B1 TO B2 1 6.85 2.9 0.1

4 PCC FOR FOOTINGSii PCC ALONG GRID A & C 2 25.15 2.9 0.075

PCC ALONG GRID B1 TO B2 1 6.85 2.9 0.075

5 FOOTING i SHUTTERINGATF1 4 27.7 0.55ATF2 2 10 0.55

ii REBAR (from BBS sheet ) 1

iii RCCAT F1 2 25 2.7 0.2AT F1 SLOPE 2 25 1.025 0.25AT F2 1 6.7 2.7 0.2AT F1 SLOPE 1 6.700 1.025 0.25STRAP BEAM 1 25.000 0.650 0.6

1 6.700 0.650 0.6

6 COLUMN UP TO PLINTH LVLSHUTTERING

i AT C1 14 3.4 1.8AT C2 2 3.4 1.46

PROJECT : 33/11 KVA SUB STATION WORK NORTH CHENNAI.SITE : KORATTURCLIENT : M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.MEASUREMNT ARRIVED BY: Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project Engg,Harini),Mr.Anbarasan (Site Engg)CHECKED & RE-ARRIVED BY : Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

LENGTH IN M

WIDTH IN M

HEIGHT / DEPTH

IN M

38 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DEDUCTIONS AT GRADE LEVELAT GB3 BEAM JUNCTIONS FOR C1 -20 0.23 0.3AT GB4 BEAM JUNCTIONS FOR C1 -6 0.23 0.45AT GB1 BEAM JUNCTIONS FOR C1 -10 0.3 0.6AT GB2 BEAM JUNCTIONS FOR C1 -8 0.23 0.45AT GB1 IN CANTILEVER FOR C2 -1 0.23 0.6AT GB3 IN CANTILEVER FOR C2 -1 0.23 0.3

DEDUCTIONS AT PLINTH LEVELAT BEAM PB3 JUNCTIONS FOR C1 -20 0.23 0.3AT BEAM PB2 JUNCTIONS FOR C1 & C2 -8 0.23 0.45AT BEAM PB1 JUNCTIONS FOR C1 -2 0.3 0.6AT BEAM PB6 JUNCTIONS FOR C1 -4 0.23 0.45ATBEAM PB4 JUNCTION FOR C2 -6 0.23 0.45

ii REBAR 1

iii RCC COLUMNAT C1 14 3.4 0.4 0.5AT C2 2 3.4 0.23 0.5

7 GRADE BEAMi PCCAT GB-1 5 10.5 0.5 0.075AT GB-1 Cantilever for stair 1 1.5 0.5 0.075AT GB-2 2 4.75 0.43 0.075AT GB-2 2 5.25 0.43 0.075AT GB-3 10 3.3 0.43 0.075AT GB-3 Cantilever for stair 1 1.5 0.43 0.075AT GB-4 3 3.3 0.43 0.075

iiI REBAR 1IV SHURTTERING FOR G.BEAMS

AT GB-1 10 10.5 0.6AT GB-1 Cantilever for stair 1 1.5 0.6AT GB-2 4 4.75 0.45AT GB-2 4 5.25 0.45AT GB-3 20 3.3 0.3AT GB-3 Cantilever for stair 1 1.5 0.3AT GB-4 6 3.3 0.45

v RCC AT GB-1 5 10.5 0.3 0.6AT GB-2 2 4.75 0.23 0.45AT GB-2 2 5.25 0.23 0.45AT GB-3 10 3.3 0.23 0.3AT GB-4 3 3.3 0.23 0.45GB1 FOR STAIR 1 1.5 0.3 0.6

39 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

GB3 FOR STAIR 1 1.5 0.3 0.3

8 BACK FILLING STAGE 1REFER EXCAVTION QTY 1 506.76DEDUCTIONS

RIVER SAND FILLING BELOW FOOTING -1 16.5735MURROM FILLING -1 57.7688PCC BELOW FOOTING -1 12.4301RCC FOOTING -1 57.51COLUMN -1 10.30GARDE BEAM PCC -1 4.10

9 PLINTH BEAMSHUTTERING AT PB-1 2 10.5 0.75AT PB-2 4 4.75 0.45AT PB-2 4 5.25 0.45AT PB-3 18 3.3 0.3AT PB-4 8 3.3 0.45AT PB-5 2 3.35 0.45AT PB-6 8 1.23 0.45

REBARRCCAT PB-1 1 10.5 0.3 0.75AT PB-2 2 4.75 0.23 0.45AT PB-2 2 5.25 0.23 0.45AT PB-3 9 3.3 0.23 0.3AT PB-4 4 3.3 0.23 0.45AT PB-5 1 3.47 0.23 0.45AT PB-6 4 1.5 0.23 0.45

10 STAIRS FROM FGL TO +1.60Mi SHUTTERINGFOR RISER WALL 4 1.5 0.2GROUND LANDING 2 1 1.75WAIST SLAB 2 3.06 1.75EDGE SIDE 2 4.06 0.15LANDING 2 3.3 1.75

ii REBAR

iii RCCRAISER WALL 2 1.5 0.15 0.2GROUND LANDING 2 1 1.77 0.15WAIST SLAB 2 3.06 1.77 0.15LANDING 2 3.3 1.77 0.15

40 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

11 BRICK WORK BELOW PLINTHAT PB1 1 10.5 0.23 1.1AT PB2 2 4.75 0.23 1.4AT PB2 2 5.25 0.23 1.4AT PB3 9 3.3 0.23 1.55AT PB4 4 3.3 0.23 1.4AT PB5 1 3.3 0.23 1.95AT PB6 2 1.5 0.23 1.95STEPS FROM 0M LVL TO +1.5 M LVL 9 1.75 0.23 0.15

12 CABLE TRENCH 2 18.185 2 0.1i RIVER SAND FILLING 2 6.5 2 0.1RIVER SAND FILLING (Middle) 1 6.5 2.1 0.1

ii PCC 2 18.185 2 0.0752 6.5 2 0.0751 6.5 2.1 0.075

iii SHUTTERINGSHUTTERING FOR RAFT 2 12.485 0.2

4 6.7 0.2SHUTTERING FOR WALL 2 17.785 1.65

2 10.1 1.54 6.6425 1.54 6.2425 1.54 7.1 1.54 6.7 1.5

SHUTTERING FOR COVER SLAB 3 7.1 1.54 1.5 1.5

DEDUCTIONSJUN OF IN COMING CABLE DUCTWALL -2 1.5 1.5Deduction of corners -4 1.9 0.15JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5

iv REBAR 1

v RCCAT RAFT 2 18.185 1.9 0.2

3 6.7 1.9 0.2AT WALL 2 18.185 0.2 1.65

2 10.1 0.2 1.54 6.443 0.2 1.54 6.9 0.2 1.5

COVER SLAB 3 7.1 1.9 0.154 1.7 1.9 0.15

2 7.1 6.243 0.1RCC (FOR THE PLAN AREA OTHER THAN CABLE DUCT)- SLAB ON GRADE

41 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

DEDUCTIONJUN OF IN COMING CABLE DUCT -2 1.5 1.5 0.2corners -4 1.9 0.2 0.15JUNCTION OF CABLE DUCT FROM PLINTH -1 3.25 1.5 0.2

13 BACK FILLING STAGE 2QTY ABOVE NGL TO CONTROL ROOM 1 12.74 6.7 2.12TOILET SATIR AREA 1 3.3 10.27 2.12DEDUCTIONSGRADE BEAM GB1 -4 10.50 0.3 0.6

i RIVER SAND FILLING 1 12.485 6.7 0.081 10.27 3.3 0.08

ii PCC 1 12.485 6.7 0.11 10.27 3.3 0.1

iii REBAR

TOTAL(A)

B SUPER STRUCTURE UP TO FF1 COLUMN UP TO FFi REBAR ii SHUTTERING

AT C1 14 4.42 1.8AT C2 2 4.42 1.46DEDUCTIONS AT BEAM LEVELAT BEAM FB4 JUNCTIONS FOR C1 -20 0.23 0.4AT BEAM FB5 JUNCTIONS IN C1 -4 0.23 0.6AT BEAM FB8 JUNCTIONS IN C1 -2 0.23 0.5AT BEAM FB1 JUNCTIONS IN C1 -10 0.4 0.75AT BEAM FB2&FB3 JUNCTIONS IN C1 -8 0.23 0.6AT BEAM FB6 JUNCTIONS FOR C1 -7 0.23 0.4Lintel Junction -32 0.3 0.23AT BEAM JUNCTION C2 -2 0.23 0.45

iii RCC AT C1 14 4.42 0.4 0.5AT C2 2 4.42 0.23 0.5

2 LINTEL S.SHADE& LATH (DROP)i

12 1.6 0.7SHUTTERING FOR LINTEL

6 10.5 0.322 3.3 0.3

SHUTTERING FOR SUN SHADE ABOVE WINDOWS

42 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

Toilet & Battery room 4 3.3 0.34 1.9 0.3

DROP ABOVE VARANDAH 1 25.5 1

II REBAR 1

iii RCC SUN SHADE ABOVE WINDOWS 12 1.6 0.6 0.1RCC LINTEL 1 67.65 0.23 0.3

1 3.3 0.23 0.31 3.3 0.115 0.3

TOILET FLOOR LVL BEAM 1 10.4 0.23 0.3MID LVL 4.5" 1 3.8 0.115 0.3

DROP ABOVE VARANDAH 1 25.60 0.08 1

3 FF BEAM i REBAR ii SHUTTEREING

AT FB-1 5 10.5 1.62AT FB-2 2 4.75 1.15AT FB-3 2 5.25 1.15AT FB-4 10 3.3 0.75AT FB-5 2 3.3 1.15AT FB-6 7 1.52 0.82AT FB-7 6 3.3 0.57AT FB-8 1 3.3 0.95ABOVE ROLLING SHUTTER- PB-6 2 1.75 0.83

iii RCC AT FB-1 5 10.5 0.4 0.75AT FB-2 2 4.75 0.23 0.6AT FB-3 2 5.25 0.23 0.6AT FB-4 10 3.3 0.23 0.4AT FB-5 3 3.3 0.23 0.6AT FB-6 7 1.5 0.3 0.4AT FB-7 6 3.4 0.23 0.3AT FB-8 1 3.3 0.23 0.5ABOVE ROLLING SHUTTER- PB-6 2 1.75 0.23 0.45

4 FF SLABi SHUTTERING FS 1 5 10.54 3.3000FS3 1 5.45 3.3000FS2 6 1.45 3.3000OUTER SIDES 2 34.20 0.1500ADDITIONAL SLAB ABOVE R SHUTTEROUTER SIDE 2 2.75 0.15

43 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

LANDING AS LIKE GF 2 2.75 1.75

ii REBAR 1iii RCC

FS-1 4 10.5 3.3 0.14FS-1 1 10.5 3.385 0.14FS-2 6 3.4 1.52 0.14FB-3 1 5.385 3.385 0.15SLAB ABOVE ROLLING 1 2.75 1.75 0.15

5 STAIR FROM +1.5M TO- 5.85M LVLi SHUTTERING FOR STAIR UP TO FFMID LANDING BEAM AT +3.675M 1 3.745 0.83MID LANDING SLAB AT +3.675M 1 3.745 1.385WAIST SLABS 1 &2 2 4.05 2.03

Ii REBAR

IiI RCCSTAIR FROM +1.5M TO- 5.85M LVLMID LANDING BEAM AT +3.675M 1 3.3 0.23 0.45MID LANDING SLAB AT +3.675M 1 3.385 1.385 0.2WAIST SLABS 1 &2 2 4.06 1.6 0.2

6 BRICK WORKS AT GFALONG GRID A&C 12 3.3 0.23 3.7ALONG GRID 1,2 2 10 0.23 3.65ALONG GRID 7 1 10.5 0.23 3.65WALL BETWEEN GRID B& C 1 3.3 0.23 3.5STEPS FROM +1.5 TO FF 14 1.72 0.25 0.145DEDUCTIONSWINDOW -W -12 1.18 0.23 1.48VENTILATORS-V -10 1.18 0.23 0.58VENTILATORS-V -3 0.8 0.23 0.58DOOR D1 -3 0.9 0.23 2.1ROLLING SHUTTER -1 2.75 0.23 3.6COLLAPSABLE GATE -1 1.5 0.23 2.4JOLLEY -1 1.2 0.23 1.2

7 4.5"HALF BRICK WALLWALL AT GRID B 1 3.3 3.5WALL AT TOILET 2 1.9 3.5DEDUCTIONS 2 1.05 3.5DOOR D2 -2 0.9 2.1

TOTAL(B)

C SUP STRUC. FROM FF TO ROOF

44 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

1 COLUMN UP TO ROOFi REBAR ii SHUTTERING

AT C1 14 3.5 1.8AT C2 2 3.5 1.46DEDUCTIONS AT BEAM LEVELAT BEAM RB4 JUNCTIONS IN C1 -22 0.23 0.4AT BEAM RB7 JUNCTIONS IN C1 -2 0.23 0.5AT BEAM RB1 JUNCTIONS IN C1 -10 0.4 0.75AT BEAM RB6 JUNCTIONS IN C1 -4 0.23 0.5AT BEAM RB5 JUNCTIONS IN C1 -7 0.23 0.5ATBEAM JUNCTION C2 -6 0.23 0.5

iii RCC AT C1 14 3.5 0.4 0.5AT C2 2 3.5 0.23 0.5

2 LINTEL ,SSHADE& LATH (DROP)i SHUTTERING FOR SUN SHADE 8 1.6 0.7SHUTTERING FOR LINTEL 24 3.3 0.3

1 10.5 0.62 10 0.6

LOFT 2 18.185 0.682 9.3 0.68

DROP ABOVE VARANDAH 1 25.6 1

II REBAR

iii RCC SUN SHADE 8 1.6 0.6 0.1RCC LINTEL 12 3.3 0.23 0.3

1 10.5 0.23 0.3ABOVE 4.5" WALL 1 2.775 0.115 0.3

1 3.76 0.23 0.3LOFT 2 18.185 0.6 0.08

2 9.34 0.6 0.08DROP ABOVE VARANDAH 1 25.6 0.08 1

3 ROOF BEAMi SHUTTERINGAT RB1 5 10.5 1.62AT RB3 6 3.4 0.69AT RB4 11 3.3 0.8AT RB5 7 0.75 1.27AT RB6 2 10 0.72AT RB7 1 3.3 0.95

ii REBAR iii RCC

45 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

AT RB1 5 10.5 0.4 0.75AT RB3 6 3.4 0.23 0.3AT RB4 11 3.3 0.23 0.4AT RB5 7 1.5 0.3 0.5AT RB6 2 10 0.23 0.5AT RB7 1 3.3 0.23 0.5

4 ROOF SLABi SHUTTERING

5 10.50 3.301 5.25 3.306 1.54 3.30

OUTER SIDES 2 34.06 0.15

ii REBAR iii RCC

RSI 4 10.50 3.30 0.14RSI 1 10.50 3.39 0.14RS3 1 5.39 3.39 0.14RS2 6 1.52 3.40 0.14

5 9" BRICK WORKS AT FFALONG GRID A&C 11 3.3 0.23 2.8ALONG GRID 1,2 2 10 0.23 2.75ALONG GRID 1,2&7 1 10.5 0.23 2.45WALL BETWEEN GRID A& C 2 3.3 0.23 2.6STEPS 11 1.73 0.25 0.145DEDUCTIONSWINDOW -W -11 1.18 0.23 1.48VENTILATORS-V -7 0.8 0.23 0.58DOOR D1 -2 0.9 0.23 2.1DOOR D -2 0.9 0.23 2.1JOLLY -1 1.2 0.23 1.2

6 4.5"WALL AT FFWALL AT GEN TOILET 2 1.5 3.05

2 1.05 3.05WALL AT LADIES TOILET 1 1.5 3.05

2 1.15 3.05DEDUCTIONS -DOOR D2 -4 0.9 2.1

7 9' BRICK WORKS AT VARANDAH 1 25 0.23 0.9

8 STAIR CASE STRUCTUREi SHUTTERING STAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.83MID LANDING SLAB AT +9.04M 1 3.745 1.385

46 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

SMALL LANDING AT +5.85MLVL 1 1.6 0.75WAIST SLAB 3 & 4 2 3.182 2.03

ii REBAR FOR STAIR 1

iii RCC FOR STAIRSTAIR FROM + 5.85M TO 9.04MID LANDING BEAM AT +7.445M 1 3.745 0.23 0.45MID LANDING SLAB AT +9.04M 1 3.745 1.385 0.2SMALL LANDING AT +5.85MLVL 1 1.6 0.75 0.2WAIST SLAB 3&4 2 3.182 1.6 0.2

9 ROOF WORKSa. ROOF LVL RCC & head room

i SHUTTEREINGHB1 Outer side 1 3.930 0.500HB1 Inner side 3 3.470 0.360HB2 Outer side 2 7.115 0.500HB2 Inner side 2 6.425 0.360HB3 Outer side 1 3.930 0.300HB3 Inner side 1 3.470 0.160HS1 1 7.115 3.930C1 2 1.800 2.200C2 2 1.460 2.200

ii REBARiii RCC

COLUMN C1 AT PARAPET 8 0.90 0.40 0.50COLUMN C1 2 2.40 0.40 0.50COLUMN C2 2 2.40 0.23 0.50BEAM HB1 2 3.30 0.23 0.50BEAM HB2 2 5.87 0.23 0.50BEAM H3 1 3.3 0.23 0.3SLAB HS1 1 6.425 3.47 0.14

b BRICK WORK 9"AT PARAPET 6 3.3 0.23 0.9

1 10.5 0.23 0.91 5.25 0.23 0.9

AT HEAD ROOM 1 16.17 0.23 1.9HEAD ROOM PARAPET 1 20.9 0.23 0.3DEDUCTIONSDOOR D1 -1 0.9 0.23 1.9WINDOW -1 1.18 0.23 1.48JOLLY -1 1.2 0.23 1.2

c 9 "RICK WORKS-PASSAGE 1 25 0.23 0.9TOTAL ( C)

47 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

D EXTERNAL FINISHING AND YARD WORKS1 EXTERNAL WORKS & YARDa EXCAVATION TRANS FTNG 1 3.9 12.9 1.5

CABLE TRENCH 2 1.2 12.9 1.52 3 1.2 1.5

b RIVER SAND 1 12.5 6.2 0.1c PCC 1 12.5 6.2 0.075

d SHUTTERING

1 25.22 0.25STRAP BEAM 2 19.76 0.35COLUMN 8 1.2 2.10

2 1.36 2.10BEAM B1 8 2.475 0.325BEAM B2 4 2.475 0.325SLAB 1 3.35 3.35FIRE WALL 2 4.23 4.50CABLE DUCT RAFT ALONG PLINTH 2 18 0.20

CABLE DUCT RAFT ARROUND PLINTH-WALL 2 72 1.30COVER SLAB 2 18 1.2DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.30

e REBAR FOR TRS. FORMER FND 2f RCC

TRANSFORMER FOUNDATION 1 9.38 3.275 0.25STRAP BEAM 2 9.38 0.5 0.35COLUMN C1 8 0.3 0.3 2.10BELOW GROUND C2 2 0.45 0.3 1.00ABOVE GROND C2 2 0.45 0.23 1.10BEAM AT FLOOR LEVEL B1 4 2.175 0.3 0.33BEAM AT FLOOR LEVEL B2 8 2.175 0.3 0.33SLAB AT PLINT 2 3 3 0.18FIRE WALL 1 4.5 0.23 4.95CABLE DUCT AROUND PLINTHRAFT 2 12.07 1.5 0.20

4 3 1.5 0.20WALL 1 46.94 0.15 1.55

8 2.175 0.15 1.55COVER SLAB 2 12.07 1.2 0.15

4 3 1.2 0.15DEDUCTIONSJUN OF CABLE DUCT FROM CNT. ROOM -2 3.25 1.3 0.15

TRANSFORMER FOUNDATION & FIRE WALL-BASE

48 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

2ii EARTHB WORK EXCAVATION 1 5.74 4.2 1.50ii RIVER SAND 1 5.74 3.8 0.08iii PCC 1 5.74 3.8 0.10iv SHUTTEREING

RAFT 2 18.48 0.20WALL 2 36.96 1.50COVER SALB 2 9.24 1.5

v REBARvi RCC

RAFT 1 5.74 3.65 0.20WALL 2 5.74 0.2 1.20

1 5.74 0.25 1.20BEAM 2 3.65 0.3 0.30BEAM 1 3.65 0.35 0.20COVER SLAB 1 5.74 3.6 0.20

3 INCOMING CABLE TRENCHi EXCAVATION 2 12.07 1.7 1.50ii SAND FILLING 2 12.07 1.8 0.08iii PCC 2 12.07 1.8 0.10iv SHUTTERING

RAFT 2 12.07 0.20WALLL 2 12.07 1.30

2 12.07 1.15COVER 2 12.07 1.5

v REBARvi RCC

RAFT 2 12.07 1.7 0.20WALL 2 12.07 1.2 0.20COVER 2 12.07 1.7 0.15

INCOMING CABLE TRENCHi EXCAVATION 2 10.93 2.5 1.50ii SAND FILLING 2 10.93 2.1 0.08iii PCC 2 10.93 2.1 0.10iv SHUTTERING

RAFT 2 23.76 0.20WALLL 4 10.93 1.30

4 10.93 1.15COVER 2 10.93 1.5

v REBARvi RCC

RAFT 2 10.93 1.9 0.20

CABLE DUCT FROM PLINTH TO BUILDING

CABLE DUCT FROM TRANSFORMER TO BUILDING

49 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

WALL 4 10.93 1.2 0.20COVER 2 10.93 1.9 0.15

4 BACK FILLING 3RD STAGEREFER QTY OF EXCAVATIONDEDUCTIONR SAND FILLING OF TRANS FDNPCC OF TRANS FDNRCC OF TRANS FDN

5 PAVING 1 66.40 16 ROAD

ROAD BASE (METAL & GRAVEL) 1 22.00 0.3 6PCC BY 40MM M5-1:4:8 1 22.00 0.15 6RCC BY 20MM M15 1 22.00 0.15 6TOPING BY 3TO 10MM M15 1 22.00 0.05 6REBAR 8 @275 MM C/C-(3.03 KG/SQM) 1 22.00ROAD/ SQM 1 22.00 6

7 UG SUMP (LUMPSUM)a EXCAVATION 1 4.50 2.7 1.5b RIVER SAND FILLING 1 4.10 2.3 0.1c PCC 1 4.10 2.3 0.1d SHUTTERING

FLOOR 1 12.00 0.2WALL 1 22.80 2.1COVER SLAB 1 3.90 2.1

e REBAR 22KG/SQM OF SURFACE AREA 1 44.70 22f RCC FLOOR 1 3.90 2.1 0.2RCC WALL 1 11.40 2.1 0.15RCC COVER SLAB 1 3.90 2.1 0.15

g PLASTERINGFLOOR 1 3.00 1.8WALL 1 9.60 2.2CEILING 1 3.00 1.8

h MANHOLE COVER 1

8 WEATHERING COURSE & TILING 1 21.7 10.5

9 YARD OPEN AREA FILLING 4TH STAGESIZE OF THE PLTOT 1 51 21 0.7DEDUCTION FOR BLG AREA -1 22.2 11 0.7TRANSFORMER YARD -1 12.30 6 0.7CABLE TRENCE AREA -1 2.50 3.6 0.7INCOMING TRENCH AREA -2 3.70 1.9 0.7WATER TANNK -1 3.00 2.5 0.7STAIR AREA -2 7.40 1.75 0.7TOTAL OF (D )

50 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

E FINISHING WORKS1 PLASTERING INTERNALa GF

WALL-CONTROL ROOM 1 57.31 4.25DEDUCTIONSW -12 1.18 1.48V -9 1.18 0.58RS -1 2.75 4.1D1 -2 0.9 2.1D1 -1 1.2 2.1Beam Surface on Wall -8 0.4 0.61BATTERY ROOM 1 11.25 3.8GENTS TOILET 1 27.17 3.8DEDUCTIONSBath & Toilet walls -4 0.115 3.8D1 & D2 -5 0.9 2.1URINAL ENTRY -2 1.05 3.8VENTILATOR -3 0.8 0.6D1 BATTERY ROOM -1 1.2 2.1STAIR ROOM 1 17.27 4.25DEDUCTION FOR CG -1 1.5 2.1DEDUCTION FOR JOLLEY -1 1.2 1.2

b PLASTERING INTERNAL FFWALL OFFICE 1 57.3 3.3DEDUCTIONSW -11 1.18 1.48D1 -2 0.9 2.1D -2 1.1 2.1GENTS TOILET/BATH 2 5.1 3.3WALL URINAL/PASSAGE 1 12.4 3.3DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1VENTILATORS -5 0.8 0.6

LADIES TOILET 2 5.5 3.3DEDUCTION FOR DOORS-D1 -2 0.8 2PASSAGE 1 8.32 3.3DEDUCTIONS D1 & D2 -5 0.8 2.1VENTILATORS -2 0.8 0.6STAIR ROOM AT FIRST FLOOR 1 17.27 3.3DEDUCTION AT ENTRANCE -1 3.3 3.1JOLLY -1 1.2 1.2

c HEAD ROOMWALL 1 16.58 2.25DEDUCTION DOOR -1 0.9 1.9WINDOW -1 1.18 1.48JOLLY -1 1.2 1.2

51 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

2 CEILING PLASTERING GfCEILING 1 18.185 10.5FB1 BEAM DROP 4 10.5 1.2WET AREAS 1 3.385 3.015BATTERY ROOM 1 3.385 2.24STAIR MID LANDING 1 3.385 1.4WAIST 1 &2 2 1.87 4.06

VARANDAH 1 22 1.75FB6 BEAM DROP 7 1.5 0.52FB7 BEAM DROP 6 3.3 0.16

SRAIR AT 00 LVLWAIST 2 3.13847 1.5SOFFIT 2 3.385 1.5BEAM PP 5 &6 DROP 2 6.47 0.25

b CEILING PLASTERING FFOFFICE 1 18.18 10.5LOFT 1 55 1.2WEWT AREA 1 3.385 5VARANDAH 1 22.2 1.75RB1 BEAM DROP 4 10.5 1.2RB5 BEAM DROP 6 1.5 0.72RB3 BEAM DROP 6 3.3 0.39STAIR AREA MID LANDING 1 3.745 1.385SMALL LANDING 1 1.6 0.75WAIST SLAB 3 & 4 2 3.182 2.03

c HEAD ROOMCEILING 1 6.885 3.38BEAM DROP HB3 1 3.38 0.15BEAM DROP HB2 2 1.5 0.35

3 PAINTING INTERNALa GF

WALL RFEFER QTY FROM PLASTERDEDUCT WALL TILINGCEILING

b FFWALL REF QTY FROM PLASTERDEDUCT WALL TILINGCEILING

52 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

4 FLOORINGa GROUND FLOOR

CERAMIC FLOORING 1 18.185 10.5DEDUCTION FOR CABLE TRENCH

-1 14.385 1.9-1 12.585 1.9

GENTS TOILET-FLOORING 1 3.155 2.9BATTERY ROOM 1 3.385 2.24ACCESS STEPS & STAIRFLOOR LANDING SLAB AT +0.00M LVL 2 3.7 1.75STEPS 20 1.75 0.46STAIR PASSAGE AT ENTRANCE 1 5.25 3.385

b FLOOR TILING GF STAIRMID LANDING AT +3.675M LVL 1 3.385 1.25STEPS 29 1.6 0.395

c FLOOR TILING FFFF-FLOORING 1 18.185 10.5GENTS TOILET-FLOORING 1 3.385 3.015LADIES TOILET 1 3.385 2.24PASSAGE AT VARANDAH 1 22.2 1.63STAIRSTEPS FROM FF TO ROOF 20 1.6 0.395SMALL LANDING AT +5.85MLVL 1 3.385 0.75MID LANDING SLAB 1 3.385 1.25LANDING AT +9.04MLVL 1 3.385 1.12

2 WALL DADOa GROUND FLOOR

WALL TOILET/BATH 2 5.9 2.1WALL URINAL 1 4.755 2.1BATH PASSAGE 1 8.77 2.1DEDUCTION FOR DOORS-D2 -4 0.8 2.1VENTILATORS -3 0.8 0.6DEDUCTION FOR DOORS-D1 -1 0.8 2.1WALL SKIRTINGSTAIR AREA 1 17.27 0.1DEDUCTION FO CG -1 1.5 0.1CONTROLL ROOM WALL TILING 2 18.185 2.1

2 10.5 2.1DEDUCTIONWINDOW -12 1.18 1.48DOORS -2 0.9 2.1DOORS -1 1.2 2.1ROLLING SHUTTER -1 2.75 2.1

b FF

53 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

GENTS TOILET/BATH 2 5.1 2.1WALL URINAL/PASSAGE 1 12.4 2.1DEDUCTION FOR DOORS-D2& D1 -5 0.8 2.1VENTILATORS -5 0.8 0.6

LADIES TOILET 2 5.5 2.1DEDUCTION FOR DOORS-D1 -2 0.8 2PASSAGE 1 8.32 2.1DEDUCTIONS D1 & D2 -5 0.8 2.1VENTILATORS -2 0.8 0.6SKIRTINGOFFICE 1 57.37 0.1DEDUCTION DOOR D -2 1.1 0.1DOOR D1 -2 0.9 0.1STAIR AREA 1 17.27 0.1DEDUCTION FOR ENTRANCE -1 3.3 0.1PASSAGE 2 23.5 0.1DEDUCTIONS FOR D -2 1.1 0.1

3 EXTERNAL FINISHING WORKSa PLASTERING EXTERENAL WALL 1 68.2 11.14

CORNICHE AT PARAPET LVL 1 66.4CORNICHE AT HEAD ROOM ROOF 1 22.2COLUMN PEOJECTIONS @ SOUTH 12 0.25 10.75COLUMN PEOJECTIONS @ EAST/WEST 3 0.17 10.75WARANDAH PARAPET WALL AT FF 1 25 1.8SLAB ABOVE ROLLING SHUTTER 1 5.17 2.73DROPS AT FIRST FLOOR LVL 1 25 2.1COLUMN AT NORTH 12 0.25 9.3ROOF LEVEL DROP ABOVE VARANDAH 1 25.7 2.1SUNSHADES AT GF 7 3.4 1.2SUNSHADES AT FF 8 3.4 1.2HEAD ROOM PLASTERING EXTERNAL 1 18.13 2.4HEAD ROOM PARAPET 1 22.2 0.6COLUMN FACES 1 1.81 2.7PARAPET IN PASSAGE AT ROOF 2 1.5 1.9DEDUCTIONSWINDOWS -24 0.72 1.02CG -1 1.04 1.87RS -1 2.29 3.87DOORS D AT FF -2 0.64 1.87DEDUCTION FOR STAIR ENTRY @FF -1 3.3 3.87DOOD D AT ROOF D1 -1 0.44 1.87JOLLY -3 0.74 0.74FIRE WALL 1 9.25 9.5

4 EXTERNAL PAINTINGEXTERNAL WALL

54 1-12

SI NO DESCRIPTION OF ACTIVITIES NOS LENGTH IN MWIDTH IN M

HEIGHT / DEPTH

IN M

5 SS HAND RAILSHANDRAIL AT O TO 1.5M 2 8HANDRAIL AT STAIRWAIST SLABS 1 &2 2 4.05WAIST SLAB 3&4 2 3.182

6 WATER TANK 1000 LITER 27 BATERY ROOM WALL ACID RESISTANT 1 10.25 2.18 ELECTRICAL WORKS WITH FITTINGS 19 PLUMPING & SANITARYWERES 1

10 SEWAGE/ DRAINAGE WORKS 1 30.0011 SEPTIC TANK& SOAKWAY WITH COVERS 112 RAIN WATER LINE & HARVESTING 1

13 114 INSPECTION CHAMBER 315 GULLY TRAP 216 JOINERIES

a DOOR D (CW H C FLUSH DOOR) 2 1.1 2.1DOOR D1 (CW HC FLUSH DOOR) 6 0.9 2.1

b DOOR D2 (PVC DOOR) 6 0.9 2.1c ROLLING SHUTTER 1 2.75 3.6d COLLAPSIBLE GATE(MS) 1 1.5 2.1

e WINDOW(ALUMINIUM) 23 1.18 1.48VENTILATOR IN CONTROL ROOM 9 1.18 0.58VENTILATOR IN TOILETS 10 0.8 0.58WINDOW IN THE PLACE OF JOLLY 3 1.2 1.2WINDOW HEAD ROOM 1 1.2 1.2

f GRILL WITH PAINTING W1 23 1.18 1.48WINDOW IN THE PLACE OF JOLLY 1 1.2 1.2

18 BOREWELL 119 ACCESS LADDER MS- 4M AT ROOF 1

SUB TOTAL (E)

TOTAL

NOTE : ALL SPECIAL WORKS BOQS ARE DIRECTLY POSTED IN ABSTRACT

IMPORTED EARTH FOR FILLING =FILLING-EXCAVATION

ENTRANCE GATE 6m wide+ 2M WICKED GATE

55 1-12

HARINI ENTERPRISESMEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

QTY SUB TOTAL

353.9250.46125 404.38125 404.38

89.612.775 102.375 102.38

50.567.20875 57.76875 57.77

14.5871.9865 16.5735 16.5735

10.940251.489875 12.430125 12.430125

60.9411 71.94

3.8905 3.8905

2712.8125

3.6181.716875

9.752.613 57.51

85.689.928

Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project

Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

EXCAVATION IN CUM (1a)

EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

56 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

-1.38-0.621

-1.8-0.828-0.138-0.069

-1.38-0.828

-0.36-0.414-0.621 87.169

5.0391 5.0391

9.520.78 10.30

1.970.060.310.341.060.050.32 4.10 4.10

3.19 3.19

630.9

8.559.4519.80.458.91 111.06

9.450.981.092.281.020.27

57 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

0.14 15.23

506.76

-16.5735-57.76875

-12.430125-57.510-10.302

-4.102 348.070

15.758.559.45

17.8211.883.0154.428 70.893

2.3779 2.3779

2.360.981.092.051.370.360.62 8.83

1.203.50

10.711.22

11.55 28.18

0.588 0.588

0.090.531.621.75 4.00

58 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

2.663.063.38

10.594.251.481.350.54 27.30

7.272.601.37 11.24 11.24

5.461.951.02 8.43 8.43

4.9945.36

58.690530.3

39.85537.455

42.640.2

31.959

-4.5-1.14

-4.875 289.8895

5.8872 5.8872

13.827.64

12.006.067.738.286.071.94

8.87

59 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

-0.90-0.23-0.98 70.30

180.9671.85

-7.56 245.25

6.692.71 9.40 9.40

8.363.39 11.75 11.75

0.37 0.37

404.38 102.38 57.77 37.22 36.72

3.91

111.3812.91

-1.84-0.552

-0.23-3

-1.104-0.644-2.208-0.207 114.51

12.381.02 13.39

13.44

18.9021.78

60 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

3.962.28

25.50 85.86

0.81

1.154.670.230.110.720.13

2.05 9.06

6.9092 6.91

85.0510.9312.0824.75

7.598.72

11.293.142.91 166.44

15.751.311.453.041.371.261.410.381.58 27.53

173.9117.9928.7110.26

0.83

61 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

9.63 241.32

3.70 3.70

19.404.984.342.730.72 32.18

3.115.19

16.44 24.74

1.05 1.05

0.340.942.60 3.88

33.7016.79

8.812.660.87

-4.82-1.57-0.32-1.30-2.28-0.83-0.33 51.38

11.5513.30

7.35-3.78 28.42

0 0 0 0 0

62 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

3.18 3.18

88.2010.22

-2.024-0.23

-3-0.46

-0.805-0.69 91.21

9.800.81 10.61

8.9623.76

6.3012.0024.7312.6525.60 114.00

0.97

0.772.730.720.100.261.750.902.05 9.27

85.0514.0829.04

6.6714.40

3.14 152.37

5.13 5.13

63 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

15.751.413.341.582.300.38 24.75

173.2517.3330.4910.22 231.29

3.21 3.21

19.404.982.554.34 31.27

23.3812.65

5.923.950.69

-4.42-0.75-0.87-0.87-0.33 39.35

9.156.414.587.02

-7.56 19.59

5.18 5.18

3.115.19

64 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

1.2012.92 22.41

0.87 0.87

0.391.040.242.04 3.70

1.9653.7487.1154.6261.1790.555

27.9627.9206.424 61.494

1.19

1.440.960.550.761.350.233.12 8.41

4.102.171.097.071.44

-0.39-0.40-0.33 14.74

5.18 5.180 0 0 0 0

65 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

75.47 75.47 75.4746.44 46.44 46.4410.80 10.80 10.80

7.75 7.75 7.755.81 5.81 5.81

35.96335.96320.160

5.71235.96335.96311.22335.96335.963

35.96343.200

-8.450 323.58

6.0223 6.02

7.683.281.510.270.230.851.703.155.12

7.243.60

10.914.054.352.16

-1.268 54.83

66 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

36.16 36.16 36.161.74 1.742.18 2.18

35.96335.96327.720 99.65

0.901

4.192.761.720.660.264.13 13.71

61.56 61.56 61.563.48 3.484.35 4.35

4.8331.3827.7636.21 100.18

1.23

8.215.796.16 20.16

81.98 81.98 81.983.67 3.674.59 4.59

9.5056.8450.2832.79 149.41

1.45

8.31

67 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

10.496.23 25.03

132.71

-7.75-5.81

-54.83 64.31

66.40 66.40

39.6019.8019.80

6.60

132.00 132.00

18.23 18.230.94 0.940.94 0.94

2.4047.88

8.19 58.470.98 0.981.643.591.23 6.46

5.4021.12

5.40 31.921.00

227.85 227.85

749.70-170.94

-51.66-6.30-9.84-5.25

-18.13 487.58312.40 0.00 0.00 16.64 16.93

68 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

243.57

-20.96-6.16

-11.28-3.78-2.52-1.9542.75

103.25

-1.75-9.45-7.98-1.44-2.5273.40-3.15-1.44 388.59

189.09

-19.21-3.78-4.6233.6640.92-8.40-2.4036.30-3.2027.46-8.40-0.9656.99

-10.23-1.44

37.31-1.71-1.75-1.44 354.19

69 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

190.9450.4010.21

7.584.74

15.18

38.505.463.17

9.4210.16

3.24 348.99

190.8965.9616.9338.8550.40

6.487.72

5.191.20

12.92

23.270.511.05 421.37

388.59-132.36326.18

354.19-75.89421.37 1282.07

70 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

190.94

-27.33-23.91

9.157.58

12.9516.1017.77 203.25

4.2318.33 22.56

190.9410.21

7.5836.19

12.642.544.233.79 268.12

24.789.99

18.42-6.72-1.44-1.68

1.73-0.1576.3844.10

-20.96-3.78-2.52-5.78 132.36

71 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

21.4226.04-8.40-2.4023.10-3.2017.47-8.40-0.96

5.74-0.22-0.181.73

-0.334.70

-0.22 75.89

759.7566.4022.2032.25

5.4845.0014.1152.5027.9053.9728.5632.6443.5113.32

4.895.70

-17.63-1.94-8.86-2.39

-12.77-0.82-1.6487.88 1250.00

1250.00

72 1-12

QTY SUB TOTAL EXCAVATION IN CUM (1a)EXCAVATION IN CUM (1B)

MURROM FILLING IN

CUM

RIVER SAND

FILLING IN CUM

PCC IN CUM

16.00

8.106.36 30.46

221.53 21.53

11

3011

132

4.6211.34 15.96

11.34 11.349.90 9.903.15 3.15

40.176.164.644.321.44 56.73

40.171.44 1165.00

1.00 11.00 1

0 0 0 0 0

716.78 102.38 57.77 53.86 53.64

NOTE : ALL SPECIAL WORKS BOQS ARE DIRECTLY POSTED IN ABSTRACT

IMPORTED EARTH FOR FILLING =FILLING-EXCAVATION 428.43

73 1-12

71.94

3.8905

57.51

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

74 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

87.169

5.0391

10.30

3.19

111.06

75 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

15.23

70.893

2.3779

8.83

28.18

0.588

4.00

76 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

27.30

289.8895

5.8872

77 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

70.30

0.37

659.13 21.35 166.17 0.00 27.30 0.00 0.00 0.00

3.91

114.51

13.39

78 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

85.86

0.81

9.06

6.91

166.44

27.53

79 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

241.32

3.70

32.18

24.74

1.05

3.9

51.38

28.42

632.8594 16.37908 86.06218 51.37911 28.42 0 0

80 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

3.18

91.21

10.61

114.00

0.97

9.27

152.37

5.13

81 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

24.75

231.29

3.21

31.27

39.35

19.59

5.18

82 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

22.41

0.87

3.70

61.494

1.19

8.41

14.74

5.18672.77195 14.542475 88.010567 64.436224 19.585 0 0

83 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

323.58

6.02

54.83

84 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

99.650.90

13.71

100.18

1.23

20.16

149.41

1.45

85 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

25.03

672.82 9.60 113.73 0.00 0.00 0.00 0.00 0.00

86 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

388.59

354.19

87 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

348.99

421.37

88 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

89 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

90 1-12

SHUTTERING IN SQM

REBAR IN MT

RCC IN GF- CUM

RCC OTHERS

CUM

9"BRICK WORKS IN

CUM4.5"BW IN

SQMINT ER.

PLASTER IN SQM

CEILING PLASTER IN SQM

0 0 0 0 0 742.7748 770.35253

2637.58 61.87 279.90 174.07 143.12 48.01 742.77 770.35

91 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

92 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

93 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

348.0696

94 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

95 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

245.25

0.00 593.32 0.00 0.00 0.00 0.00

96 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

97 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

0 0 0 0 0 0

98 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

99 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

100 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

0 0 0 0 0 0

101 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

102 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

103 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

64.31

487.580.00 551.89 0.00 0.00 0.00 0.00

104 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

105 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

0.00

1282.07

106 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

203.25

22.56

268.12

132.36

107 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

75.89

1250.00

1250.00

108 1-12

EXTL PLASTER

BACK FILLING IN

CUM

FLOOR TILING IN

SQM

WALL TILING IN

SQM

PAINT CEILING IN

SQMEXTER

PAINTING

1249.9957 0 493.92978 208.2507 1282.0712 1249.9957

1250.00 1145.21 493.93 208.25 1282.07 1250.00

109 1-18

HARINI ENTERPRISESBARBENDING SCHEDULE JOINTLY ARRIVED BY M/S. DSWE and HARINI ENTERPRISES

Member Details Shape Code 8 mm

A.1 Combined Footing RaftFoundation F1-Main Rod 12 143 2 286 2.8 800.80Distribution rod 10 16 2 32 26.1 835.20

Foundationn F2-main rod 12 42 1 42 2.8 117.60Distribution rod 10 16 1 16 7.4 118.40

Combined Footing Beam For F1Both Bottom & Top main rods 20 8 2 16 27.7 443.20Bottom extra at one end 20 5 2 10 6.95 69.50Bottom extra at next end 20 4 2 8 2.7 21.60Bottom extra at middles 20 16 2 32 2.7 86.40Top extra at one end 16 4 2 8 4.75 38.00Top extra 16 20 2 40 2.7 108.00Stirrups at 240mm c/c 12 36 2 72 2.6 187.20Stirrups at 140mm c/c 12 99 2 198 2.6 514.80

PROJECT : 33/11 KVA SUB STATION WORK NORTH CHENNAI.SITE : KORATTURCLIENT : M/S. DRAKE & SCULL WATER & ENERGY PVT LTD.BBS DONE ARRIVED BY: Mr.Mohammed Nazer ( Manager Civil,DSWE) and Mr.Rajaraman (Project Engg,Harini),Mr.Anbarasan (Site Engg)CHECKED & RE-ARRIVED BY : Mr.Sivasubramanian(Engineer Civil,DSWE) and Mr.Anbarasan(Site Engg)

S. No

Dia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

110 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Combined Footing Beam For F2Both Bottom & Top main rods 20 8 1 8 7.4 59.20Bottom extra 16 3 1 3 7.4 22.20Stirrups at 240mm c/c 12 8 1 8 2.6 20.80Stirrups at 140mm c/c 12 33 1 33 2.6 85.80

2 Column up plinthColumn C1 25 10 14 140 5.6 784Ties outer spacing 100mm c/c 10 38 14 532 1.64 872.48Ties Inner spacing 100mm c/c 10 38 14 532 1.24 659.68column C1 over lap above plinth 25 10 14 140 1.25 175.00Column C2 20 10 2 20 5.35 107.00Ties outer spacing 100mm c/c 8 38 2 76 1.28 97.28 97.28Ties Inner spacing 100mm c/c 8 38 2 76 1.12 85.12 85.12Middle Hook 8 38 2 76 0.23 17.48 17.48Column C2 over Lap above plinth 20 10 2 20 1 20.00

3 Grade BeamGB1Top Main Rod 25 2 4 8 12 96.00Top Extra at end support 25 4 4 16 4.15 66.40Bottom Main Rod 25 2 4 8 12 96.00Bottom Extra Rod 25 2 4 8 8.8 70.402 Leg Stirips c/c 100mm 8 66 4 264 1.74 459.36 459.362 Leg Stirips c/c 200mm 8 20 4 80 1.74 139.20 139.20

GB1 (continious) with stair riserTop Main Rod 25 2 1 2 12 24.00Over lap at end for stair riser beam GB1 25 2 1 2 3.15 6.30Top Extra at end support 25 2 1 2 4.15 8.30Top Extra at continious support 25 2 1 2 ` 5.65 11.30

111 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Bottom Main Rod 25 2 1 2 12 24.00Over lap at end for stair riser beam GB1 25 2 1 2 3.15 6.30Bottom Extra Rod 25 2 1 2 8.8 17.602 Leg Stirips c/c 100mm 8 81 1 81 1.74 140.94 140.942 Leg Stirips c/c 200mm 8 20 1 20 1.74 34.80 34.80

GB2(continious)Top Main Rod 16 2 2 4 12 48.00Top Extra at end support 16 3 4 12 2.475 29.70Top Extra at mid support 16 3 2 6 3.95 23.70Bottom Main Rod 16 3 2 6 12 72.00Bottom Extra Rod for 5750 beam 16 1 2 2 4.425 8.85Bottom Extra Rod for 5250 beam 16 1 2 2 3.93 7.862 Leg Stirips c/c 100mm 8 68 2 136 1.02 138.72 138.722 Leg Stirips c/c 200mm for 8 16 2 32 1.02 32.64 32.64

GB3 continious on grid CTop Main Rod including GB4 20 2 1 2 24 48.00Top Extra at end support GB3 20 1 1 1 1.65 1.65Top Extra at mid support GB3 20 1 4 4 2.6 10.40Bottom Main Rod 16 2 1 2 19.86 39.72Bottom Extra Rod at intermediate beams 20 1 4 4 2.8 11.202 Leg Stirips 8 34 5 170 1.32 224.40 224.40

GB3 continious on grid ATop Main Rod 20 2 1 2 26.5 53.00Top Extra at end support 20 1 1 1 1.65 1.65Top Extra at mid support 20 1 6 6 2.6 15.60Bottom Main Rod 16 2 1 2 19.86 39.72Bottom Extra Rod at intermediate beams 20 1 6 6 2.62 15.72Bottom Extra Rod at end beam 20 1 1 1 2.8 2.80Bottom Extra Rod for cantilever portion 20 1 1 1 0.9 0.902 Leg Stirips 8 34 6 204 0.96 195.84 195.842 Leg Stirips for cantilever portion 8 16 1 16 0.96 15.36 15.36

112 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

GB4Top for cont beam (already considered in GB3)Top Extra at mid support 20 2 1 2 2.6 5.20Top Extra at end support 20 2 1 2 1.81 3.62Bottom Main Rod 20 2 1 2 4.72 9.44Bottom Extra 16 2 1 2 4.72 9.442 Leg Stirips 8 34 1 34 1.32 44.88 44.88Top for beam in stair area 20 2 1 2 4.72 9.44Top Extra at end support 20 2 2 4 1.81 7.24Bottom Main Rod 20 2 1 2 4.72 9.44Bottom Extra 16 2 1 2 4.72 9.442 Leg Stirips 8 34 1 34 1.32 44.88 44.88

4 PLINTH BEAMPB1Top Main Rod 25 2 1 2 12 24.00Top Extra Rod 25 3 2 6 4.36 26.16skin bar at side 16 2 1 2 11.45 22.90Bottom Main Rod 25 2 1 2 12 24.00Bottom Extra Rod 25 3 1 3 8.8 26.402 Leg Stirips c/c 100 8 66 1 66 2.14 141.24 141.242 Leg Stirips c/c 200 8 20 1 20 2.14 42.80 42.80

PB2 CONTINIOUS16 3 2 6 12 72.00

Top Extra at end support 20 3 2 6 2.535 15.21Top Extra at mid support 20 3 4 12 3.95 47.40

20 3 2 6 12 72.002 Leg Stirips 8 106 2 212 1.2 254.40 254.40

PB3 CONTINIOUS at C gridTop Main Rod 16 2 1 2 19.86 39.72Top Extra at end support 20 3 1 3 1.7 5.10

Top Main Rod (L rod)

Bottom Main L Rod

113 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Top Extra mid support 20 3 5 15 2.6 39.00Bottom Main Rod 16 3 1 3 19.1 57.30Bottom Extra Rod 16 1 5 5 2.8 14.002 Leg Stirips 8 34 5 170 1.02 173.40 173.40

PB3 CONTINIOUS at A gridTop Main Rod from A/6 to A/2 16 2 1 2 12 24.00Top Extra mid support 20 3 5 15 2.6 39.00Bottom Main Rod 16 3 1 3 16 48.00Bottom Extra Rod 16 1 4 4 2.8 11.202 Leg Stirips 8 34 4 136 1.02 138.72 138.72

PB4Top Main Rod over lap with PB3 20 2 3 6 6.31 37.86Top Extra at end support 20 2 3 6 1.8 10.80Bottom Main Rod at continious 20 3 3 9 4.4 39.60Bottom Extra Rod 20 2 3 6 2.8 16.802 Leg Stirips 8 33 4 132 1.32 174.24 174.24

PB4 AT TOILET AREATop & Bottom Main 20 5 1 5 4.58 22.90Top extra 20 2 2 4 1.65 6.60Bottom Extra Rod 20 2 1 2 2.8 5.602 Leg Stirips 8 34 1 34 1.32 44.88 44.88

PB5Top Main Rod 12 2 1 2 4.58 9.16Top Extra at end support 12 2 2 4 1.6 6.40Bottom Main Rod 12 2 1 2 3.88 7.76Bottom extra 12 2 1 2 2.62 5.242 Leg Stirips 8 35 1 35 1.32 46.20 46.20

PB6Top Main Rod continious with PB3 16 2 4 8 4.075 32.60

114 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Bottom Main Rod 16 3 4 12 2.35 28.202 Leg Stirips @ 100 c/c 8 16 4 64 1.32 84.48 84.48

Additional beam at toilet areafor short wall 12 4 2 8 2.1 16.80long wall 12 4 1 4 4.05 16.20ties 8 40 1 40 0.71 28.40 28.40beam below battery room wall 12 4 1 4 4.05 16.20ties 8 20 1 20 0.96 19.20 19.20

5 STAIR FROM 00M To +1.60 MStarter bar outside 12 12 2 24 1.55 37.20distribution for above 8 11 2 22 1.7 37.40 37.40Starter bar inside face 12 12 2 24 1.2 28.80distribution for above 8 11 2 22 1.7 37.40 37.40waist slab bottom bar at FGL lvl 12 12 2 24 4.66 111.84distribution for above 8 21 2 42 1.7 71.40 71.40waist slab top at FGL lvl 12 12 2 24 1.7 40.80distribution for above 8 6 2 12 1.7 20.40 20.40scissor bar at FGL lvl 12 12 2 24 1.7 40.80

landing at +1.5m lvlslab short side bar double layer 12 24 2 48 4.93 236.64slab long side bar double layer 8 44 2 88 2.36 207.68 207.68

6 CABLE TRENCH

10 107 2 2145.55 1187.70

Distributor for above 200mm c/c- only for full raft 10 10 2 20 18.135 362.70over lap for above 10 10 2 20 0.5 10.00Distributor for above18.135m long wall 200mm c/c 8 10 2 20 18.135 362.70 362.70over lap for above 8 10 2 20 0.4 8.00 8.00

Raft bottom along grid A & C- short side & wall external U shaped bar @125mm c/c for a length 13.285m

115 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Distributor for 13.285 m long 2 part walls 8 10 4 40 6.24 249.60 249.60Raft top short bar at 175 mmc/c for length 13.285m 10 77 2 154 2.04 314.16Distributor for above 200mm c/c for full raft length 10 10 2 20 18.135 362.70over lap for above 10 10 2 20 0.5 10.00Wall innerface vertical bar on either side for 13.285m 10 77 4 308 2.1 646.80Distribution for above for 18.135m length with lap 8 10 2 20 18.535 370.70 370.70over lap for above 8 10 2 20 0.4 8.00 8.00Distribution for above for 13.285m length 8 10 4 40 6.24 249.60 249.60

10 58 2 1165.55 643.80

Distributor for above 200mm c/c- only for full raft 10 10 2 20 10.45 209.00Distributor for above 10.5m long wall 200mm c/c 8 10 2 20 11.25 225.00 225.00

Distributor for above 7.10m long wall 200mm c/c 8 10 2 20 7.5 150.00 150.00

Raft top short bar at 125 mmc/c for length 7.1m 10 58 2 116 2.04 236.64Distributor for above 200mm c/c for full length 10 10 2 20 10.45 209.00wall innerface vertical bar on either side 10 58 4 232 2.05 475.60Distribution for above for 10.5m length with lap 8 10 2 20 11.25 225.00 225.00Distribution for above for 7.1m length with lap 8 10 2 20 7.9 158.00 158.00Chair bar for cable trench raft 10 34 1 34 1.2 40.50

10 58 1 585.55 321.90

Distributor for above 200mm c/c- only for raft 10 10 1 10 7.1 71.00Over lap for above on both end 10 10 1 10 1 10.00Distributor for above only for vrtical 200mm c/c 8 20 2 40 7.1 284.00 284.00

Raft top short bar at 125 mmc/c for length 7.17m 10 58 1 58 2.04 118.32Distributor for above 200mm c/c 10 10 1 10 7.1 71.00Over lap for above on both end 10 10 1 10 1 10.00

Raft bottom along grid 7 & 2- short side & wall external U shaped bar @125mm c/c for a length (7.10)m

Trench at mid of controll room -Raft bottom short side & wall external U shaped bar @125mm c/c for a length (7.1)m

116 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

wall innerface vertical bar on either side 10 58 2 116 2.1 243.60Distribution for above 8 10 2 20 7.1 142.00 142.00

Trench common corner portion for length 1.7mRaft bottom- L rod 10 15 10 146 3.6 525.60Raft top bat -L rod 10 15 10 150 1.95 292.50wall inner face vertical bar on only one side 10 15 10 146 2 292.00All Distributors are considred already

Trench cover slabBoth top and bottom for Length 10.5m 10 142 2 284 2 568.00Distributor for both top & bottom 8 20 2 40 10.5 420.00 420.00Mid area trench cover Both top and bottom for Length 7.1m 10 96 1 196 2 392.00Distributor for both top & bottom 8 20 1 20 7.1 142.00 142.00

SLAB ON GRADESIZE-6.84M x7.1M AT 200MM C/Cshort bar 8 35 2 70.7 6.84 483.59 483.59long bar 8 33 2 65.5 7.1 465.05 465.05FIRST STAGE REBAR SUB TOTAL

Total length 7136.38Unit Wt 0.40

Wt in MT -Dia Wise 2.82Total Wt in Mtonne 21.341

B COLUMN ABOVE PLINTH TO FIRST FLOOR1 COLUMN

Column C1 25 10 14 140 4.4 616.00Ties outer spacing 100mm c/c 10 20 14 280 1.64 459.20Ties Inner spacing 100mm c/c 10 20 14 280 1.24 347.20

117 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Normal Ties c/c 250mm (Outer) 10 2 14 28 1.64 45.92Normal Ties c/c 250mm (Inner) 10 2 14 28 1.24 34.72column C1 over lap above ffloor 25 10 14 140 1.25 175.00Column C2 20 10 2 20 4.4 88.00Ties outer spacing 100mm c/c 8 20 2 40 1.28 51.20 51.20Ties Inner spacing 100mm c/c 8 20 2 40 1.12 44.80 44.80Middle Hook 8 22 2 44 0.23 10.12 10.12Normal ties c/c 200mm (Outer) 8 2 2 4 1.34 5.36 5.36Normal ties c/c 200mm (Outer) 8 2 2 4 1.34 5.36 5.36Column C2 over Lap above plinth 20 10 2 20 1 20.00

2 LINTEL & SUNSHADELintel -length-22.6 12 6 2 12 23.45 281.40Ties 8 23 12 276 0.96 264.96 264.96lintel- length-10.50m 12 6 2 12 11.85 142.20Ties 8 138 1 138 0.96 132.48 132.48lintel- length-3.875m 12 6 3 18 4.275 76.95Ties 8 27 2 54 0.96 51.84 51.84Lntel at toilet areaAt door 12 4 1 4 4.05 16.20ties 8 20 1 20 0.71 14.20 14.20

Sun shade Above windows only-12nosMain bar 10 12 12 140 1.44 201.60Distributor 8 6 12 72 1.57 113.04 113.04

3 GROUND FLOOR ROOF (FIRST FLOOR )SLABFB1& FB6continiousTop Main from FB6 towards FB1 25 2 5 10 12 120.00over lap FB1 25 2 5 10 3.07 30.70Top main from Fb1 towards FB6 25 2 5 10 12 120.00over lap FB6(cantilever) 25 2 5 10 4.5 45.00Top Extra at end support 25 4 5 20 4.4 88.00

118 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Top Extra at mid support 25 4 5 20 5.55 111.00Bottom Main for FB1 25 4 5 20 12 240.00Bottom Extra For FB1 25 4 5 20 8.1 162.00skin bar at sides 12 2 5 10 10.92 109.202 Leg Stirips @ 130 c/c 10 52 5 260 2.1 546.002 Leg Stirips @ 230 c/c 10 18 5 90 2.1 189.00Spacer Bar FB1 25 14 5 70 0.4 28.00

FB6 cantileverTop and extra support is considered in FB1Bottom Main 20 2 7 14 2.45 34.30bottom main 25 1 7 7 2.45 17.15Ties 8 at 130c/c 8 12 7 84 1.24 104.16 104.16

FB2/FB3 & FB6Top Main Rod (over laped with FB6) 20 3 2 6 12 72.00Top Extra at end support 25 2 2 4 2.75 11.00Top Extra at mid support 25 2 2 4 4.1 16.40Bottom Main Rod 20 3 2 6 12 72.00Bottom Extra Rod 20 2 2 4 2.95 11.80Bottom Extra Rod 20 2 2 4 3.45 13.802 Leg Stirips at 100mm c/c 8 16 8 128 1.5 192.00 192.002 Leg Stirips at 200mm c/c 8 10 4 40 1.5 60.00 60.00FB6 Grid A1 & A2 Top bar 25 4 2 8 4.55 36.40Top Extra FB6 Grid A1 & A2 25 4 2 8 4.45 35.60ties & bottom bor considered in FB6 cantileverSpacer Bar FB2 25 14 2 28 0.4 11.20

FB4 & FB5 at grid CTop Main continious from FB4 To FB5 20 2 1 2 24 48.00Top extra at at end support at Fb4 & FB5 20 2 2 4 1.8 7.20Top Extra at mid support 20 2 5 10 2.7 27.00Bottom main continious for FB4 20 2 1 2 12 24.00Bottom lap for FB4 up to column at C/2 20 2 1 2 8.12 16.24

119 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Bottom Extra for FB4 20 2 5 10 2.6 26.00Bottom Main for FB5 16 3 1 3 4.4 13.202 Leg Stirips at 100mm c/c for FB4 8 24 5 120 1.1 132.00 132.002 Leg Stirips at 150mm c/c for FB4 8 8 5 40 1.1 44.00 44.002 Leg Stirips at 100mm c/c for FB5 8 24 1 24 1.5 36.00 36.002 Leg Stirips at 150mm c/c for FB5 8 8 1 8 1.5 12.00 12.00Spacer Bar FB4 25 5 14 70 0.4 28.00

FB5 STAIR & IN TOILET SUNKEN AREATop Main 20 2 2 4 4.93 19.72Top extra at end support 20 2 4 8 1.78 14.24Bottom main 16 3 2 4 4.93 19.722 Leg Stirips at 100mm c/c for FB5 8 24 2 48 1.5 72.00 72.002 Leg Stirips at 150mm c/c for FB5 8 8 2 16 1.5 24.00 24.00

FB4 & FB8 atgrid A Top Main continious from FB4 To FB8 20 2 1 2 12 24.00Top main over lap at FB8 20 2 1 2 12 24.00Top extra at at end support at Fb4 & FB8 20 2 2 4 1.8 7.20Top Extra at mid support 20 2 5 10 2.7 27.00Bottom main continious for FB4 20 2 1 2 12 24.00Bottom lap for FB4 & FB8 20 2 1 2 12 24.00Bottom Extra for FB4 & FB8 20 2 6 12 2.6 31.202 Leg Stirips at 100mm c/c for FB4 8 24 5 120 1.1 132.00 132.002 Leg Stirips at 150mm c/c for FB4 8 8 5 40 1.1 44.00 44.002 Leg Stirips at 100mm c/c for FB8 8 24 1 24 1.3 31.20 31.202 Leg Stirips at 150mm c/c for FB8 8 8 1 8 1.3 10.40 10.40

FB7Top continious from One end 16 2 1 2 12 24.00Top over lab from other end 16 2 1 2 12 24.00Top Extra at end support 16 1 2 2 1.63 3.26Top Extra at mid support 16 1 5 5 2.7 13.50Bottom Main Rod from one end 16 2 1 2 12 24.00

120 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Bottom main from other end 16 2 1 2 12 24.00Bottom Extara 16 1 6 6 2.6 15.602 Leg Stirips at 100mm c/c 8 24 6 144 0.9 129.60 129.602 Leg Stirips at 200mm c/c 8 6 6 36 0.9 32.40 32.40ADDITIONAL BEAMS ABOVE ROLLING SHUTTERDETAIL AS SAME OF PB6 BOTH TOP & BOT 16 8 2 16 3 48.002 legged stirrups 8 18 2 36 1.14 41.04 41.04

SLABFS1end pannelShort bar at bottom at 125mmc/c 10 43 2 86 4.12 354.32Short bar at bottom at 125mmc/c 10 42 2 84 5.27 442.68long bar at bottom at 175mmc/c 8 10 2 20 10.99 219.80 219.80long bar at bottom at 175mmc/c 8 10 2 20 11.575 231.50 231.50Top extra at end support short side 250mm c/c 10 43 2 86 1.52 130.72Distribution for above at 250mmc/c 8 5 2 10 10.95 109.50 109.50Top extra at end support long side 350mm c/c 8 10 2 20 3.5 70.00 70.00Distribution for above at 350mmc/c 8 9 2 18 4 72.00 72.00Top extra at mid support long side 350mm c/c 8 10 2 20 4.115 82.30 82.30Distribution for above at 350mmc/c 8 9 2 18 4 72.00 72.00

FS1mid pannelShort bar at bottom at 125mmc/c 10 85 3 255 5.3 1351.50long bar at bottom at 175mmc/c 8 10 3 30 10.99 329.70 329.70long bar at bottom at 175mmc/c 8 10 3 30 11.575 347.25 347.25Top extra at mid support short side 250mm c/c 10 43 4 172 2.7 464.40Distribution for above at 250mmc/c 8 8 4 32 10.95 350.40 350.40Top extra at end support long side 350mm c/c 8 10 3 30 3.5 105.00 105.00Distribution for above at 350mmc/c 8 9 3 27 4 108.00 108.00Top extra at mid support long side 350mm c/c 8 10 3 30 5.03 150.90 150.90Distribution for above at 350mmc/c 8 9 3 27 4 108.00 108.00chair rod 10 20 5 100 1 100.00

FS2

121 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Bottom short side at 175c/c 8 19 5 95 2 190.00 190.00Bottom long side at 175c/c for end panells 8 5 1 5 5.08 25.40 25.40Bottom long side at 175c/c for end panells 8 4 1 4 3.93 15.72 15.72Top extra at short side at end 350mm c/c 8 10 5 50 1.13 56.50 56.50distribution for above 8 2 5 10 4 40.00 40.00Top extra at long side at end support 350mmc/c 8 5 2 10 1.58 15.80 15.80distribution for above 8 3 2 6 2 12.00 12.00Top extra at long side at mid support 50mmc/c 8 4 4 16 2.53 40.48 40.48Distribution for above 8 6 4 24 2 48.00 48.00Distribution is already available from FS1chair rod 10 3 5 15 1 15.00

FS3Short bar at bottom at 150mm c/c 12 37 1 37 3.85 142.45Long bar at bottom at 150mm c/c 10 23 1 23 5.81 133.63Top extra at short side 12 18 2 36 1.38 49.68Distribution for above 8 4 2 8 5.81 46.48 46.48Top extra at long side 10 12 2 24 1.9 45.60distribution for above 8 6 2 12 3.85 46.20 46.20chair rod 10 8 1 8 1 8.00Balcony drops 120mm c/c 8 213 1 213 1.7 362.10 362.10Distribution for above 8 7 1 7 26.4 184.80 184.80

Balcony slab above Rolling shutterslab short side bar double layer 12 24 2 48 4.93 236.64slab long side bar double layer 8 44 2 88 2.36 207.68 207.68

Stair case slabwaist slab 1Top bar at +1.5m lvl 16 12 1 12 2.73 32.76Distribution for above 10 10 1 10 1.55 15.50Scissor bar from top to bottom 16 12 1 12 1.83 21.96Bottom bar 16 12 1 12 6.81 81.72Distribution for above only for waist vslab 10 23 1 23 1.55 35.65

122 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

Top bar at mid landing 16 12 1 12 3.38 40.56Distribution for above 16 16 1 16 3.86 61.76scissor bar at mid landing from top bottom 16 12 1 12 2.3 27.60distributor for above 16 6 1 6 3.86 23.16

Mid landing BeamTop main bar 20 2 1 2 4.57 9.14Top extra 20 1 2 2 1.7 3.40Bottom main 20 2 1 2 4.57 9.14Bottom extra 20 1 1 1 2.98 2.98Ties 8 31 1 31 1.2 37.20 37.20

waist slab 2Top bar from mid landing 16 12 1 12 2.59 31.08Distribution for landing area covered alreadyDistribution for lwaist area 10 5 1 5 1.55 7.75Scissor bar from top to bottom at mid landing 16 12 1 12 2.485 29.82Bottom bar 16 12 1 12 7.6 91.20over lap for above 16 12 1 12 0.8 9.60Distribution for above for waist only 10 23 1 23 1.6 36.80Top bar at floor landing 10 12 1 12 3.63 43.56Distribution for above at floor landing 10 11 1 11 3.76 41.36Distribution for above at waist slab 10 9 1 9 1.55 13.95scissor bar at floor landing 16 12 1 12 1.89 22.68

Floor landing SlabDistribution only bottom 10 11 1 11 3.76 41.36

Floor landingMain bar on short vside 10 23 1 23 2.2 50.60Main bar on long side 10 11 1 11 4 44.00Extrav rod at to short side 10 23 1 23 0.6 13.80Distribution for above on either side 8 8 1 8 4.05 32.40 32.40

123 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

SUB TOTAL FOR SECOND STAGE OF WORKS

8.00Total length 5507.27

Unit Wt 0.40Wt in MT -Dia Wise 2.18

Total Wt in Mtonne 16.379C FIRST FLOOR TO ROOF SLAB1 COLUMN

Column C1 25 10 12 120 4.4 528.00Column C1 25 10 2 20 3.5 70.00Ties outer spacing 100mm c/c 10 20 14 280 1.64 459.20Ties Inner spacing 100mm c/c 10 20 14 280 1.24 347.20Normal Ties c/c 250mm (Outer) 10 6 14 84 1.64 137.76Normal Ties c/c 250mm (Inner) 10 6 14 84 1.24 104.16

Column C2 20 10 2 20 3.5 70.00Ties outer spacing 100mm c/c 8 20 2 40 1.28 51.20 51.20Ties Inner spacing 100mm c/c 8 20 2 40 1.12 44.80 44.80Middle Hook 8 26 2 52 0.23 11.96 11.96Normal ties c/c 200mm (Outer) 8 6 2 12 1.28 15.36 15.36Normal ties c/c 200mm (Outer) 8 6 2 12 1.12 13.44 13.44

2 LINTEL & SUNSHADELintel -length-22.6 at grid C 12 6 1 6 23.45 140.70Ties 8 23 6 138 0.96 132.48 132.48Lintel -length-18.9m 12 6 1 6 19.75 118.50Ties 8 23 5 115 0.96 110.40 110.40lintel- length-10.50m 12 6 3 18 11.85 213.30Ties 8 209 1 209 0.96 200.64 200.64Lntel at toilet areaAt door d2 of gents 12 4 1 4 2.56 10.24ties 8 17 1 17 0.71 12.07 12.07

124 1-18

Member Details Shape Code 8 mmS. NoDia of Bar mm

No of Bar

No of Memb

erTotal Nos

Bar Bending Schedule

Cutting Length

Total Cutting Length

At door d2 of ladies 12 4 1 4 2.87 11.48ties 8 19 1 19 0.71 13.49 13.49

Sun shade-8nosMain bar 10 12 8 96 1.44 138.24Distributor 8 6 8 4