triangle construction 4th r.a. bill for township ii

Doc. No.: TC/CGPL/11-12/RA-4

RA Bill SummarySITE ADDRESS : MUNDRA R A Bill No. : 4th Project : Township For CGPL At Mundra. Bill date : 31/08/2011

Period - 23/07/2011 TO 31/08/2011

Local Sales Tax No. : 24011005673 CST No. : WO No :6300001044

S. No. Description

A Value of Work donei Tender items 8,236,914.44 2,043,057.64 10,279,972.08

Net value of Tender items 8,236,914.44 2,043,057.64 ###B Value of Non Tendered / Extra items - - - C 8,236,914.44 2,043,057.64 10,279,972.08

D Value of other billsi Escalation - - - ii Extra itemsiii Reimbursement - - -

Sub total ( D ) - - - E Gross value of Work done ( C + D ) 8,236,914.44 2,043,057.64 10,279,972.08 F Service Tax 10.30% on 33% of Total Amount 279,972.72 69,443.53 69,443.53 G Gross Value After Service Tax (E + F) 8,516,887.17 2,112,501.16 10,629,388.33 H Recoveries

i Reinf. Steel Recovery

ii Cement Recovery

iii Str. Steel Recovery - - -

iv Water Charges - - -

v Electricity Charges - - -

vi Other Recoveries - - - Total recoveries - - -

I Net value of Work done ( G-H) 8,516,887.17 2,112,501.16 10,629,388.33 J Deductions of Advances / Retentioni Retention @ 5% on ( E ) 411,845.72 102,152.88 513,998.60

Performance bond @ 5%ii Others - ( To be specified) - - -

TOTAL DEDUCTIONS - J 411,845.72 102,152.88 513,998.60 K GROSS AMOUNT RECEIVABLE ( I - J ) 8,105,041.44 2,010,348.28 10,115,389.73 L - - - M - - - N TOTAL AMOUNT RECEIVABLE TILL DATE ( K+L-M) 8,105,041.44 2,010,348.28 10,115,389.73 O

- - - P NET AMOUNT RECEIVABLE TILL DATE (N-O) 8,105,041.00 2,010,348.00 10,115,389.00

For TRIANGLE CONSTRUCTION

Triangle Construction T.D.X. - 108, Barwadi, Adipur, Kutch, Gujarat.

CLIENT : COASTAL GUJARAT POWER LIMTED (CGPL) - MUNDRA

Previous bill amount

This bill amount

Cumulative bill amount

Value of Work done including Client Supplied Materials (A+B)

ADD Material advance for the current monthLESS Material advance recieved last month

TOTAL AMOUNT ( INCLUDING TDS) RECIEVED AGAINST BILL TILL DATE

PROJECT MANAGER

of 1288 ABSTRACT SHEET

TRIANGLE CONSTRUCTIONDoc.No.- TC/CGPL/11-12/RA-4

Abstract SheetClient:COASTAL GUJARAT POWER LIMITED(CGPL), MUNDRA

RA Bill No. : 4thDate: 31/08/2011

Description Unit

Contract Quantity(Package-7) Amount

Rate Amount This Bill Total This Bill Total

A - Civil WorkSection:1 Earth works

Cu.Mt. 4810.09 88.78 427039.79 1738.00 0.00 1738.00 154299.64 0.00 154299.64

Cu.Mt 2142.11 168.88 361759.54 2128.43 0.00 2128.43 359449.26 0.00 359449.26

1.11.a

Cu.Mt 405.95 173.70 70513.52 167.36 0.00 167.36 29070.43 0.00 29070.43

Work Order No. : 6300001044 Triangle Construction T.D.X. - 108, Barwadi,

Tender Item

No.BOQ QTY.

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Earth work in excavation in all kind of soil by mechanical means / manual means in foundation trenches, drains, etc. lead up to 100mt

a) Depth up to 2.0 m

Filling, in foundations, plinths and other areas as directed with murrum or selected cohesive non swelling soil obtained from outside (Contractor's earth) in layers of 15 cm. thickness, including watering to optimum moisture content, ramming and compacting

Filling, in foundation and plinth (under floors), with good quality coarse river sand , obtained from outside, including watering, ramming well, consolidating and dressing etc. complete, as directed (For all civil, plumbing & electrical works).

Description Unit

Tender Item

No.BOQ QTY.

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Cu.Mt 1379.90 53.08 73245.09 1738.00 0.00 1738.00 92253.04 0.00 92253.04

Sq.Mt. 3316.38 48.25 160015.34 777.99 401.72 1179.71 37538.02 19382.99 56921.01

Section:2 PCC & RCC works

c) PCC 1:4:8 Cu.Mt 814.90 1375.13 1120593.44 207.44 13.18 220.62 285256.97 18124.21 303381.18

Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting & disposal as per designated place by EIC, unloading, spreading and dressing etc. complete (For all civil, plumbing & electrical works).

a) Beyond initial lead of 100m to 1km.

Carrying out pre construction anti-termite treatment for all types of structure without basement with RCC foundation/RCC wall or with load bearing wall foundation. The chemical used shall be confirming to IS : 6313 part-II like chloropyriphos 20EC etc. as

Providing and laying Cement Concrete including compaction, finishing top surface to the level curing but excluding the cost of formwork etc. complete as per specifications and directions as per Engineer-in-charge. In foundations, plinth, sub base of floor

Supplying, fabricating and placing in position reinforcement bars of all diameter confirming to IS-1786 reinforcement for RCC structure / items as per design including transporting steel to the work site, handling wastage, decoiling, cutting, bending, cra

Description Unit

Tender Item

No.BOQ QTY.

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The reinforcement shall be

MT 218.74 5452.25 1192625.17 158.21 23.98 182.19 862600.47 130771.76 993372.23

2.12.1Cu.Mt 1679.63 1635.68 2747337.20 1158.88 160.48 1319.36 1895556.84 262493.93 2158050.76

Section:3 Centering & Form works

Sq.Mt. 12066.09 285.64 3446557.95 7887.92 1296.01 9183.93 2253105.47 370190.95 2623296.42Sectoin:4 Masonry works

a) TMT bars- CRS Fe- 500, yield stress not less than 500 N/mm2

Providing and laying in position machine batched, machine mixed and machine vibrated design mix fair finish / smooth finish cement concrete of M30 grade with minimum cement content 400 Kg per cum of concrete for reinforced cement concrete work for all wor

Excluding the cost of centering, shuttering and reinforcement

Providing ordinary formwork with shuttering plywood/ steel sheathing and steel supporting system so as to give fair finish, including centering, shuttering and propping, etc. complete, height of propping and centering below supporting floor to ceiling not

As per item no 3.01 but for all heights, levels, shapes and locations. The rate shall be inclusive of cost of staging, if at all required (For all civil, plumbing and electrical works).

Providing and laying Solid cement concrete block masonry in cement mortar 1:5 (1 part cement and 5 part of sand) using factory made/precast (made out of 1:4:8 concrete), load bearing, approved quality, Density of blocks not less than 1800 kg/cum. Minimum

Description Unit

Tender Item

No.BOQ QTY.

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Cu.Mt 1121.98 1737.00 1948879.26 295.13 52.92 348.05 512640.81 91915.09 604555.90

Sq.Mt. 5406.97 386.00 2087090.42 2611.10 507.86 3118.96 1007884.60 196033.96 1203918.56

Sq.Mt. 1,180 265.38 313153.71 99.84 114.24 214.08 26495.54 30317.01 56812.55Sectoin:5 Doors and Windows work

Cum 9.17 86391.63 792,211.25 2.80 2.80 0.00 241896.56 241896.56

Sq.Mt. 3,642 106.15 386605.73 526.12 0.00 526.12 55847.64 0.00 55847.64

Sq.Mt. 9,172 135.10 1239179.08 979.56 0.00 979.56 132338.56 0.00 132338.56

a) For 300 mm thick wall

b) For 200 mm thick wall

c) For 100 mm thick wall

Providing & fixing in position door and window frame, including grooves on both sides and 2 rebates for on frame, made from best quality selected well seasoned Sal wood including smoothening, sand papering, making the edges rounded fixing the same using a

Sectoin:7 Plaster and Pointing worksProviding and laying average 6 mm thick single coat mala finish plaster in CM 1:4, on RCC surfaces viz. ceilings and stair soffits etc. at all floors, all shapes and all heights with necessary scaffolding, curing, making grooves, forming pattas, hacking p

7.02b.1

Providing and laying average 12 mm thick single coat mala finish plaster in CM 1:6, on sides of brickwork/ blocks at all floors, all shapes and all heights with necessary scaffolding, curing, making grooves, forming pattas, hacking properly RCC surface etc.

Description Unit

Tender Item

No.BOQ QTY.

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7.04.a

Sq.Mt. 9,006 202.65 1825013.21 1498.60 2068.06 3566.66 303691.29 419092.64 722783.93Sectoin:8 Waterproofing works

8.09.b

Sq.Mt. 2819.11 190.00 535630.90 580.68 412.51 993.19 110329.20 78377.28 188706.48

Rmt 76.84 4926.33 378,539.20 21.40 21.40 105423.46 105423.46

B - Plumbing WorksSection:1 Water supply

1.01.a

8) 25 mm rmt 283 328.10 92,823 59.52 39.68 99.20 19528.51 13019.01 32547.52

Providing and laying average 18-20 mm. thick Sand face cement plaster on walls upto any height above ground level and for all shapes consisting of average 12-15 mm. thick backing coat of CM 1:6 (1 cement: 6 coarse sand) and average 6 mm. thick uniform gra

Providing and laying 60 mm. thick water proof cement concrete flooring for IPS in 1:2:4 (1 Cement : 2 Sand : 4 Graded Aggregate 20mm nominal size) on RCC floors / slab / sloping slabs / swimming pool floor, including vata, etc as directed by EIC, at all hProviding & laying sandwich platform of maximum 700mm width a) Sandwich type platform of top stone as 18 mm thick Granite of approved shade and sample and bottom stone as 25 mm thick single side polished kota with 25 mm thick screed of cement mortar

Providing and fixing galvanized iron (GI) mild steel tube (Medium grade Class B) of Tata or equivalent approved make conforming to IS: 1239, including tube fittings of ‘R’ brand or equivalent approved make such as sockets, unions, reducers, long or short

Description Unit

Tender Item

No.BOQ QTY.

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10) 15 mm. rmt 622 264.41 164,569 215.64 143.76 359.40 57017.37 38011.58 95028.95

3.08.b

1) 110mm, rmt 485 337.75 163,805 87.15 58.10 145.25 29434.91 19623.27 49058.19

3.09.a

nos 192 349.33 67,071 36.00 24.00 60.00 12575.88 8383.92 20959.80Total Amount 8236914.44 2043057.64 10279972.08

PROJECT MANAGER

Providing and fixing uPVC pressure pipes of Supreme or equivalent make as approved by EIC concealed laid having 6kg /cm² working pressure for Soil and Waste water, complete jointing with suitable grade of good quality solvent cement (supplied by the man

Providing and fixing an SWR quality, heavy duty, uPVC ‘P’ trap of Supreme or equivalent make as approved by EIC Including cutting the floor and making them good with surrounding M15 CC, masonry /block supports, MS brackets etc. testing, etc complete to th

of 1288 IPS 8.09 b

TRIANGLE CONSTRUCTION

Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4thLocation: Mundra Period 23/07/2011 to 31/08/2011

Date of Submission 31/08/2011Name of Contractor: TRTIANGLE CONSTRUCTIONWork Order No.: 6300001044

Type B10

Description of Item Unit No. Length Breadth Depth Quantity

8.09.b

Sq.Mt.Sloping slab at G5Grid H-L / 14A-12A 2 1 4.350 2.310 20.10Grid H-C / 14A-12A 2 1 4.650 2.310 21.48Grid K-A / 13A-16A 2 1 6.700 2.760 36.98Grid K-E / 13A-12A 2 1 1.000 2.760 5.52

Total of G5 84.08G1, G2, G8, G9 & G12 same as G5 84.08 6.00 504.50Sloping slab at F5Grid H-L / 6A-4A 2 1 4.350 2.310 20.10Grid H-C / 6A-4A 2 1 4.650 2.310 21.48Grid K-A / 8A-5A 2 1 6.700 2.760 36.98Grid K-E / 5A-1 2 1 7.900 2.760 43.61

Total of F5 122.17F3, F4, F6 same as F5 122.17 4.00 488.69

Total Sq.Mt. 993.19Less Paid in 3rd R.A. Bill Item No.- 8.09 in Cu.Mt. 580.68

Net Balance Qut. In this Bill Cu.Mt. 412.51

PROJECT MANAGER

Doc. No. : TC/CGPL/11-12 /RA-4 Date: 31/08/2011

Name of Owner: M/s Coastal Gujarat Power Limited

Item No

Total Quantity

Providing and laying 60 mm. thick water proof cement concrete flooring for IPS in 1:2:4 (1 Cement : 2 Sand : 4 Graded Aggregate 20mm nominal size) on RCC floors / slab / sloping slabs / swimming pool floor, including vata, etc as directed by EIC, at all h

of 1288 Anti-termite 1.15

Type B10

14A-12A/C-F Bed room-2 1 1 4.000 3.850 15.4014A-12A/J-L Bed room-1 1 1 4.000 3.550 14.2015A-14A/D-E Verandah 1 1 4.000 1.500 6.00Living Room 1 1 4.000 5.000 20.00Dinning 1 1 5.500 3.700 20.3511A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 15.75

Total qty of G5 Cumt. 91.70

91.70 7.00 641.90

14A-12A/C-F Bed room-1 1 1 4.000 3.550 14.2014A-12A/J-L Bed room-2 1 1 4.000 3.850 15.4015A-14A/D-E Verandah 1 1 4.000 1.400 5.60Dinning 1 1 5.050 3.700 18.69Living Room 1 1 4.000 5.000 20.0011A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 15.75

Item No

Total Quantity

Carrying out pre construction anti-termite treatment for all types of structure without basement with RCC foundation/RCC wall or with load bearing wall foundation. The chemical used shall be confirming to IS : 6313 part-II like chloropyriphos 20EC etc. as

House Type B10 anti termite treatment at -G5

B10 Type G1, G4, G8, G9, G12 & G13 is same to G5

House Type B10 anti termite treatment at -G6

of 1288 Anti-termite 1.15

Description of Item Unit No. Length Breadth Depth Quantity Item No

Total Quantity

89.64 6.00 537.81

Total Sq. Mt. 1179.71

Less Paid in 3rd R.A. Bill Item No.- 1.15 in Cu.Mt. 777.99Net Balance Qut. In this Bill Cu.Mt. 401.72

PROJECT MANAGER

B10 Type G2, G3, G7, G10 & G11is same is G6

of 1288 PCC 2.01

Type B10

Avg.NGL=3.950,Avg.Exc.lvl=2.250 mt.G5C1 4 1 1.400 1.400 0.075 0.59C2 4 1 1.550 1.550 0.075 0.72C3 1 1 1.550 1.550 0.075 0.18C4 5 1 1.800 1.800 0.075 1.22C5 2 1 1.550 2.200 0.075 0.51C9A 1 1 1.400 1.400 0.075 0.15

3.17 8.00 25.36G6C1A 1 1 1.400 1.400 0.075 0.15C6 4 1 2.050 2.050 0.075 1.26C6A 2 1 2.050 2.050 0.075 0.63C7 4 1 1.800 1.800 0.075 0.97C7A 2 1 1.800 1.800 0.075 0.49C8 4 1 1.550 1.700 0.075 0.79C9 4 1 1.400 1.400 0.075 0.59C9A 1 1 1.400 1.400 0.075 0.15C10 1 1 1.200 2.500 0.075 0.23

Item No

Total Quantity

Providing and laying Cement Concrete including compaction, finishing top surface to the level curing but excluding the cost of formwork etc. complete as per specifications and directions as per Engineer-in-charge. In foundations, plinth, sub base of floors etc. (For all civil, plumbing and electrical works.)

c) PCC 1:4:8

B10 Type G1, G4, G8, G9, G12, G13 & G16 is same to G5

of 1288 PCC 2.01

Total Quantity

C11 1 1 1.400 1.400 0.075 0.15Total qty of G6 Cumt. 5.41

5.41 8.00 43.28House Type B10 - G5 PCC for Plinth Beam Cumt.

TB1 2 1 1.80 0.35 0.075 0.09TB3 2 1 4.00 0.35 0.075 0.21TB4A 2 1 1.35 0.45 0.075 0.09TB4B 2 1 3.10 0.45 0.075 0.21TB5A 1 1 3.90 0.45 0.075 0.13TB5B 1 1 1.40 0.45 0.075 0.05TB8 2 1 4.00 0.35 0.075 0.21TB13 1 1 4.00 0.35 0.075 0.11TB14 1 1 4.00 0.35 0.075 0.11TB18A 1 1 1.00 0.35 0.075 0.03TB18B 1 1 4.05 0.55 0.075 0.17TB19A 1 1 1.70 0.35 0.075 0.04TB19B 1 1 4.90 0.35 0.075 0.13TB20A 2 1 3.00 0.45 0.075 0.20TB20A 2 1 2.70 0.45 0.075 0.18TB20B 4 1 0.40 0.45 0.075 0.05TB21 2 1 2.90 0.35 0.075 0.15TB22 2 1 2.90 0.35 0.075 0.15TB25 1 1 5.00 0.35 0.075 0.13TB26 2 1 5.00 0.35 0.075 0.26

Total Qty of G5 Cumt. 2.70G1, G4, G8, G9, G12 & G13 same as G5 2.70 8.00 21.60PCC below Plinth beam G6TB1 2 1 1.800 0.35 0.075 0.09TB3 2 1 4.000 0.35 0.075 0.21TB5A 1 1 4.000 0.45 0.075 0.14TB5A 1 1 3.900 0.45 0.075 0.13TB5B 1 1 1.400 0.45 0.075 0.05TB5B 1 1 1.300 0.45 0.075 0.04TB6A 1 1 0.900 0.35 0.075 0.02TB6B 1 1 2.400 0.55 0.075 0.10TB7A 2 1 3.700 0.45 0.075 0.25

B10 Type G3, G2, G7, G10, G11, G14 & G 15 is same is G6

of 1288 PCC 2.01

Total Quantity

TB7B 1 1 2.800 0.45 0.075 0.09TB8 2 1 4.000 0.35 0.075 0.21TB10A 1 1 3.150 0.35 0.075 0.08TB10B 0.5 1 2.800 0.35 0.075 0.04TB11 1 1 2.600 0.35 0.075 0.07TB12 1 1 2.600 0.35 0.075 0.07TB14 1 1 4.000 0.35 0.075 0.11TB15A 1 1 1.535 0.35 0.075 0.04TB15B 1 1 3.765 0.35 0.075 0.10TB16 1 1 3.765 0.35 0.075 0.10TB19A 1 1 1.800 0.35 0.075 0.05TB19B 1 1 5.000 0.35 0.075 0.13TB20A 2 1 2.700 0.45 0.075 0.18

2 1 3.000 0.45 0.075 0.20TB20B 4 1 0.400 0.45 0.075 0.05TB21 2 1 2.900 0.35 0.075 0.15TB22 2 1 2.900 0.35 0.075 0.15TB23A 1 1 1.200 0.35 0.075 0.03TB23B 1 1 1.800 0.35 0.075 0.05TB23C 1 1 1.800 0.35 0.075 0.05TB24A 1 1 2.300 0.35 0.075 0.06TB24B 1 1 2.300 0.35 0.075 0.06TB14 0.5 1 2.800 0.35 0.075 0.04

Total Qty of G6 3.14G2, G3, G7, G10, G11 & G14 same as G6 3.14 8.00 25.12House Type B10 Floor PCC-G514A-12A/C-F Bed room-2 1 1 4.000 3.850 0.075 1.1614A-12A/J-L Bed room-1 1 1 4.000 3.550 0.075 1.0715A-14A/D-E Verandah 1 1 4.000 1.500 0.075 0.45Living Room 1 1 4.000 5.000 0.075 1.50Dinning 1 1 5.050 3.700 0.075 1.4011A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.075 1.18Toilet 1 & 2 2 1 2.200 1.800 0.075 0.59Toilet 3 & Utility 1 1 1.350 5.000 0.075 0.51Entrench 1 1 4.300 1.000 0.075 0.32

Total qty of G5 Cumt. 8.188.18 7.00 57.26B10 Type G1, G4, G8, G9, G12 & G13 is same to G5

of 1288 PCC 2.01

Total Quantity

House Type B10 Floor PCC-G614A-12A/C-F Bed room-1 1 1 4.000 3.550 0.075 1.0714A-12A/J-L Bed room-2 1 1 4.000 3.850 0.075 1.1615A-14A/D-E Verandah 1 1 4.000 1.400 0.075 0.42Dinning 1 1 5.050 3.700 0.075 1.40Living Room 1 1 4.000 5.000 0.075 1.5011A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.075 1.18Toilet 1 & 2 2 1 2.200 1.800 0.075 0.59Toilet 3 & Utility 1 1 1.350 5.000 0.075 0.51Entrench 1 1 2.250 1.000 0.075 0.17

Total qty of G6 Cumt. 8.008.00 6.00 48.00

Total Cu.Mt. 220.62Less Paid in 3rd R.A. Bill Item No.- 2.01 in Cu.Mt. 207.44

Net Balance Qut. In this Bill Cu.Mt. 13.18

PROJECT MANAGER

B10 Type G7, G10 & G11is same is G6

of 1288 RCC and Shuttering

Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4th

Location: Mundra Period 23/07/2011 to 31/08/2011

Date of Submission 31/08/2011

Name of Contractor: TRTIANGLE CONSTRUCTION

Work Order No.: 6300001044

Type B10

2.12.1

House Type B10 (R.C.C. For Footing) G2 Cumt.

1 1 0.41 1.00 0.41

4 1 1.32 1.00 5.28

2 1 1.29 1.00 2.58

4 1 0.89 1.00 3.56

2 1 0.89 1.00 1.78

4 1 0.67 1.00 2.66

4 1 0.41 1.00 1.65

1 1 0.41 1.00 0.41

Item No

Total Quantity

Providing and laying in position machine batched, machine mixed and machine vibrated design mix fair finish / smooth finish cement concrete of M30 grade with minimum cement content 400

C1A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.15 Sqmt.D=350mm,d=230mm,h=120mm.C6 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=3.42 Sqmt.,A2=0.16 Sqmt.D=600mm,d=230mm,h=370mm.C6A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=3.42 Sqmt.,A2=0.09 Sqmt.D=600mm,d=230mm,h=370mm.C7 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.56 Sqmt.,A2=0.16 Sqmt.D=500mm,d=230mm,h=270mm.C7A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.56 Sqmt.,A2=0.16 Sqmt.D=500mm,d=230mm,h=270mm.C8 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.025 Sqmt.,A2=0.15 Sqmt.D=450mm,d=230mm,h=220mm.C9 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.15 Sqmt.D=350mm,d=230mm,h=120mm.C9 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.15 Sqmt.D=350mm,d=230mm,h=120mm.

Total Quantity

1 1 0.81 1.00 0.81

11 0.41 1.00 0.41

19.55 8.00 156.40

House Type B10 (R.C.C. For Footing) G1 Cumt.

4 1 0.41 1.00 1.65

4 1 0.56 1.00 2.25

1 1 0.56 1.00 0.56

5 1 0.89 1.00 4.46

2 1 0.99 1.00 1.99

1 1 0.41 1.00 0.41Total qty of G1 Cumt. 11.32

11.32 8.00 90.56

C1 4 1 0.20 0.40 1.26 0.40C2 4 1 0.30 0.30 1.21 0.44C3 1 1 0.20 0.40 1.21 0.10C4 5 1 0.30 0.30 1.11 0.50

C10 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.30 Sqmt.,A2=0.45 Sqmt.D=450mm,d=230mm,h=220mm.C11 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.15 Sqmt.D=350mm,d=230mm,h=120mm.G3, G6, G7, G10, G11, G14 & G15 is same is G2

C1 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.15 Sqmt.D=350mm,d=230mm,h=120mm.C2 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.82 Sqmt.,A2=0.16 Sqmt.D=400mm,d=230mm,h=170mm.C3 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.82 Sqmt.,A2=0.16 Sqmt.D=400mm,d=230mm,h=170mm.C4 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.56 Sqmt.,A2=0.16 Sqmt.D=500mm,d=230mm,h=270mm.C5 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=2.70 Sqmt.,A2=0.40 Sqmt.D=500mm,d=230mm,h=270mm.C9A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)] A1=1.44 Sqmt.,A2=0.16 Sqmt.D=350mm,d=230mm,h=120mm.G4, G5, G8, G9, G12 G13 & G16 is same to G1

B10-Concrete for pedestal up to Plinth beam bottom

Avg.NGL=3.950,Avg.Exc.lvl=2.250 mt. & P.L. 4.60 mt.

Total Quantity

C5 2 1 0.30 0.90 1.11 0.60C9A 1 1 0.20 0.40 1.26 0.10

2.14 4.00 8.56G6

C1A 1 1 0.200 0.400 1.26 0.10C6 4 1 0.300 0.300 1.01 0.36C6A 2 1 0.300 0.300 1.01 0.18C7 4 1 0.300 0.300 1.11 0.40C7A 2 1 0.300 0.300 1.11 0.20C8 4 1 0.200 0.400 1.16 0.37C9 4 1 0.200 0.400 1.26 0.40C9A 1 1 0.200 0.400 1.26 0.10C10 1 1 0.200 1.400 1.16 0.32

2.53 4.00 10.12

C1 4 1 0.20 0.40 1.36 0.44C2 4 1 0.30 0.30 1.31 0.47C3 1 1 0.20 0.40 1.31 0.10C4 5 1 0.30 0.30 1.21 0.54C5 2 1 0.30 0.90 1.21 0.65C9A 1 1 0.20 0.40 1.36 0.11

B10 Type G8, G9 & G12 is same to G5

B10 Type G7, G10 & G11is same is G6

B10-Concrete for pedestal up to Plinth beam bottom

Avg.NGL=3.950,Avg.Exc.lvl=2.250 mt. & P.L. 4.70 mt.

Total Quantity

2.31 4.00 9.24G2

C1A 1 1 0.200 0.400 1.36 0.11C6 4 1 0.300 0.300 1.11 0.40C6A 2 1 0.300 0.300 1.11 0.20C7 4 1 0.300 0.300 1.21 0.44C7A 2 1 0.300 0.300 1.21 0.22C8 4 1 0.200 0.400 1.26 0.40C9 4 1 0.200 0.400 1.36 0.44C9A 1 1 0.200 0.400 1.36 0.11C10 1 1 0.200 1.400 1.26 0.35

2.78 4.00 11.12House Type B10 - G1 Plinth Beam Cumt.

TB1 2 1.80 0.20 0.60 0.43TB2 2 2.20 0.20 0.30 0.26TB3 2 4.00 0.20 0.60 0.96TB4A 2 1.35 0.30 0.60 0.49TB4B 2 3.10 0.30 0.60 1.12TB5A 1 3.90 0.30 0.60 0.70TB5B 1 1.40 0.30 0.60 0.25TB8 2 4.00 0.20 0.60 0.96TB13 1 4.00 0.20 0.60 0.48TB14 1 4.00 0.20 0.60 0.48TB18A 1 1.00 0.20 0.60 0.12TB18B 1 4.05 0.40 0.60 0.97TB19A 1 1.70 0.20 0.60 0.20

B10 Type G3, G14 & G15 is same is G2

Total Quantity

TB19B 1 4.90 0.20 0.60 0.59TB20A 2 3.00 0.30 0.60 1.08TB20A 2 2.70 0.30 0.60 0.97TB20B 4 0.40 0.30 0.60 0.29TB21 2 2.90 0.20 0.60 0.70TB22 2 2.90 0.20 0.60 0.70TB25 1 5.00 0.20 0.60 0.60TB26 2 5.00 0.20 0.60 1.20Column Concrete with Plinth beam -G1

C1 4 0.20 0.40 0.60 0.19C2 4 0.30 0.30 0.60 0.22C3 1 0.20 0.40 0.60 0.05C4 5 0.30 0.30 0.60 0.27C5 2 0.30 0.90 0.60 0.32C9A 1 0.20 0.40 0.60 0.05

14.65 8.00 117.20House Type B10 - G2 Plinth Beam Cumt.

TB1 2 1 1.800 0.20 0.600 0.43TB2 2 1 2.200 0.20 0.300 0.26TB3 2 1 4.000 0.20 0.600 0.96TB5A 1 1 4.000 0.30 0.600 0.72TB5A 1 1 3.900 0.30 0.600 0.70TB5B 1 1 1.400 0.30 0.600 0.25TB5B 1 1 1.300 0.30 0.600 0.23TB6A 1 1 0.900 0.20 0.600 0.11TB6B 1 1 2.400 0.40 0.600 0.58

Total Quantity

TB7A 2 1 3.700 0.30 0.600 1.33TB7B 1 1 2.800 0.30 0.600 0.50TB8 2 1 4.000 0.20 0.600 0.96TB10A 1 1 3.150 0.20 0.600 0.38TB10B 0.5 1 2.800 0.20 0.600 0.17TB11 1 1 2.600 0.20 0.600 0.31TB12 1 1 2.600 0.20 0.300 0.16TB14 1 1 4.000 0.20 0.600 0.48TB15A 1 1 1.535 0.20 0.600 0.18TB15B 1 1 3.765 0.20 0.600 0.45TB16 1 1 3.765 0.20 0.600 0.45TB19A 1 1 1.800 0.20 0.600 0.22TB19B 1 1 5.000 0.20 0.600 0.60TB20A 2 1 2.700 0.30 0.600 0.97

2 1 3.000 0.30 0.600 1.08TB20B 4 1 0.400 0.30 0.600 0.29TB21 2 1 2.90 0.20 0.600 0.70TB22 2 1 2.90 0.20 0.600 0.70TB23A 1 1 1.20 0.20 0.600 0.14TB23B 1 1 1.80 0.20 0.600 0.22TB23C 1 1 1.80 0.20 0.600 0.22TB24A 1 1 2.30 0.20 0.600 0.28TB24B 1 1 2.30 0.20 0.600 0.28TB14 0.5 1 2.80 0.20 0.600 0.17Concrete for column with plinth beam G2

C1A 1 1 0.200 0.400 0.600 0.05C6 4 1 0.300 0.300 0.600 0.22C6A 2 1 0.300 0.300 0.600 0.11

Total Quantity

C7 4 1 0.300 0.300 0.600 0.22C7A 2 1 0.300 0.300 0.600 0.11C8 4 1 0.200 0.400 0.600 0.19C9 4 1 0.200 0.400 0.600 0.19C9A 1 1 0.200 0.400 0.600 0.05C10 1 1 0.200 1.400 0.600 0.17

16.84 8.00 134.72Concrete for column up to Lintel level G5

C1 4 1 0.200 0.400 2.165 0.69C2 4 1 0.300 0.300 2.165 0.78C3 1 1 0.200 0.400 2.165 0.17C4 5 1 0.300 0.300 2.165 0.97C5 2 1 0.300 0.900 2.165 1.17

3.78 8.00 30.24Concrete for column up to Lintel level G6

C1A 1 1 0.200 0.400 2.165 0.17C6 4 1 0.300 0.300 2.165 0.78C6A 2 1 0.300 0.300 2.165 0.39C7 4 1 0.300 0.300 2.165 0.78C7A 2 1 0.300 0.300 2.165 0.39C8 4 1 0.200 0.400 2.165 0.69C9 3 1 0.200 0.400 1.010 0.24C9 1 1 0.200 0.400 2.165 0.17C10 1 1 0.200 1.400 2.165 0.61

B10 Type G3, G6, G7, G10, G11, G15 & G14 is same is G2

Total Quantity

4.39 8.00 35.12Concrete for Lintel G5

Grid K & 15 to 16 L1 1 1 1.200 0.300 0.200 0.07Grid 16 & E to KL10 1 1 5.100 0.200 0.200 0.20Grid 15 & E to K L5 1 1 4.900 0.200 0.200 0.20Grid E & 15 to 16 L3 1 1 1.200 0.300 0.400 0.14Ent. Down slab 1 1 5.000 1.200 0.100 0.60Grid 15 & E to D L5 1 1 1.750 0.200 0.200 0.07Grid D to C & 14 to 15 L4 1 1 4.000 0.300 0.200 0.24Grid E & 14 to 15 L3 1 1 4.000 0.300 0.400 0.48

Ver. Down slab 1 1 1.450 4.000 0.100 0.58

Grid 13 & A to C , L to N L11 4 1 2.900 0.200 0.400 0.93

Grid B,M & 12 to 13 L11 2 1 2.200 0.200 0.400 0.35

Grid A, N & 12 to 13 L11A 2 1 1.800 0.200 0.200 0.14

Grid C, L & 12 to 14 L12 2 1 4.000 0.200 0.400 0.64

Toilet 1 & 2 Down slab 2 1 2.200 1.800 0.100 0.79

Grid 12, 14 & C to E L1 2 1 3.000 0.300 0.200 0.36

Chhaja 2 1 1.125 0.600 0.113 0.15

Grid E, K & 10 to 12 ( L7+ L1 ) 2 1 3.100 0.300 0.200 0.37

Chhaja 2 1 1.125 0.600 0.113 0.15

Grid 10 & E to KL6 2 1 1.350 0.200 0.200 0.11

Grid 9 & E to KL6 1 1 1.050 0.200 0.200 0.04

Grid 12, 14 & K to L L1 2 1 2.700 0.300 0.200 0.32

2 1 1.125 0.600 0.113 0.15

Grid K 14 to 15 L1 1 1 3.900 0.300 0.200 0.23

Chhaja

Total Quantity

1 1 1.125 0.600 0.200 0.14

Grid K & 9 to 10 L8 1 1 1.550 0.300 0.200 0.09

1 1 1.550 0.600 0.100 0.09

Grid C, I & 12 to 14 L15 2 1 4.300 0.200 0.400 0.69

2 1 4.300 0.625 0.100 0.54

Grid 12 & E to K L9 1 1 5.000 0.300 0.400 0.60

1 1 5.000 0.600 0.100 0.30Total qty of G5 Cumt. 9.76

9.76 7.00 68.32Concrete for Lintel G10

Grid k & 7 to 8 L1 1 1 1.400 0.300 0.200 0.08Grid 7 and 8 & K to H L5 2 1 2.500 0.200 0.200 0.20Grid 7 to 8 and K to H L5 1 1 1.600 0.200 0.200 0.06Entrance Down slab 1 1 1.200 2.050 0.100 0.25Grid 7 & D to G L5 1 1 1.750 0.200 0.200 0.07Grid D & 6 to 7 L4 1 1 4.000 0.300 0.200 0.24Grid E & 6 to 7 L3 1 1 4.000 0.300 0.400 0.48Grid 6 & C to G L1 1 1 3.000 0.300 0.200 0.18

Chhaja 1 1 1.125 0.600 0.113 0.08

Ver. Down slab 1 1 1.450 4.000 0.100 0.58

Toilet 2 L6 2 1 1.050 0.200 0.200 0.08

Toilet 2 L6 2 1 1.250 0.200 0.200 0.10

Grid 4 & C to G L1 1 1 3.000 0.300 0.200 0.18

Chhaja 1 1 1.125 0.600 0.113 0.08

Grid E & 2 to 4 L1 / L7 1 1 3.700 0.300 0.200 0.22

Grid K & 2 to 4 L1 / L7 1 1 3.700 0.300 0.200 0.22

Chhaja 2 1 1.125 0.600 0.113 0.15

Chhaja

Total Quantity

Grid G & 4 to 6 L2 1 1 4.300 0.200 0.400 0.34

Chhaja 1 1 4.300 0.600 0.100 0.26

Grid I & 4 to 6 L2 1 1 4.300 0.200 0.400 0.34

Chhaja 1 1 4.300 0.625 0.100 0.27

Grid 4 & E to K L9 1 1 5.000 0.300 0.400 0.60

Chhaja 1 1 5.000 0.600 0.100 0.30

Grid 4, 5 & K to L L1 2 1 2.700 0.300 0.200 0.32

1 1 1.125 0.600 0.113 0.08

Grid K & 6 to 7 L1 1 1 3.900 0.300 0.200 0.23

1 1 1.200 0.600 0.100 0.07

Grid K 1 to 2 L13 1 1 1.600 0.300 0.200 0.10

1 1 1.600 0.600 0.100 0.10

Grid E & 1 to 2 L7 1 1 0.900 0.300 0.200 0.05

Toilet 3 & Utility L6 2 1 1.350 0.200 0.200 0.11Total qty of G10 Cumt. 6.42

6.42 6.00 38.52

RCC for Ground floor Slab - G6

For slabBed room-1 1 1 4.000 3.550 0.125 1.78Bed room-2 1 1 4.000 3.850 0.125 1.93Living Room 1 1 4.000 5.000 0.175 3.50Dinning 1 1 4.600 3.700 0.175 2.98Offset 1 1 0.450 5.000 0.175 0.39Toilet 1 & 2 2 1 2.200 1.800 0.125 0.99Kitchen/Study 1 2 3.150 2.450 0.125 1.93Utility/Toilet 03 1 1 1.400 4.900 0.125 0.86For slab beam

Chhaja

B10 Type G2, G3, G6, G7 & G11 is same to G10

Total Quantity

B1 2 1 1.800 0.200 0.450 0.32B2 2 1 2.200 0.200 0.325 0.29

B2 - Duct 1 1 1.400 0.200 0.325 0.09B3 2 1 4.000 0.200 0.450 0.72

B4A 2 1 3.700 0.300 0.450 1.00B4B 2 1 1.400 0.300 0.450 0.38

B5 2 1 4.000 0.200 0.450 0.72B6A 1 1 4.000 0.300 0.450 0.54B6A 1 2 3.900 0.300 0.450 1.05B6B 1 2 1.400 0.300 0.450 0.38B8A 1 1 3.150 0.150 0.450 0.21B8B 1 1 1.400 0.100 0.450 0.06B9A 1 1 1.400 0.200 0.450 0.13

B9B/9C 2 1 1.800 0.200 0.450 0.32B11A/11B 2 1 2.300 0.200 0.450 0.41

B12A 2 1 2.900 0.200 0.450 0.52B12B 1 1 2.700 0.300 0.450 0.36

1 1 3.000 0.300 0.450 0.41B12C 2 1 0.650 0.300 0.450 0.18

B13 2 1 2.900 0.200 0.450 0.52B14A 1 1 2.700 0.300 0.450 0.36

1 1 3.000 0.300 0.450 0.41B14B 2 1 0.650 0.300 0.450 0.18

B15 1 1 5.000 0.200 0.450 0.45B16 1 1 5.000 0.200 0.450 0.45B21 2 1 1.200 0.200 0.450 0.22

For Column with slab

C1A 1 1 0.200 0.400 1.200 0.10

Total Quantity

C6 4 1 0.300 0.300 1.200 0.43C6A 2 1 0.300 0.300 1.200 0.22C7 4 1 0.300 0.300 1.200 0.43C7A 2 1 0.300 0.300 1.200 0.22C8 4 1 0.200 0.400 1.200 0.38C9 3 1 0.200 0.400 1.200 0.29C9 1 1 0.200 0.400 1.200 0.10C10 1 1 0.200 1.400 1.200 0.34C11 1 1 0.200 0.400 1.200 0.10

27.11 6.00 162.66

Steps 10 0.5 1.200 0.275 0.159 0.261st Step 1 1 1.200 0.275 0.159 0.05

West slab 1 1 1.200 3.180 0.150 0.57Landing 1 1 1.340 2.600 0.211 0.74

10 1 1.000 0.275 0.159 0.44West slab 1 1 1.000 3.205 0.150 0.48

Landing 1 1 1.400 1.535 0.150 0.32LB1A 1 1 1.535 0.200 0.450 0.14LB1B 1 1 3.765 0.200 0.450 0.34

LB2 1 1 2.600 0.200 0.450 0.23LB3 1 1 4.745 0.200 0.450 0.43

LB4A 1 1 1.535 0.200 0.450 0.14LB4B 1 1 4.745 0.200 0.450 0.43B22 1 1 1.200 0.200 0.300 0.07

Column C9 3 1 0.200 0.400 0.450 0.11

B10 Type G2, G3, G7, G10 & G11 is same is G6

Staircase B10-G6 1st Flight

2nd Flight Steps

Total Quantity

Column 1A 1 1 0.200 0.400 0.190 0.02Column C9 1 1 0.200 0.400 0.900 0.07

Total Qty of G6 4.84G2, G3, G7, G10 & G11 same as G6 4.84 6.00 29.04

RCC for Ground floor Slab - G8

For slabGrid H-L / 14A-12A 2 1 4.350 2.310 0.135 2.71Grid H-C / 14A-12A 2 1 4.650 2.310 0.135 2.90Grid K-A / 13A-16A 2 1 6.700 2.760 0.135 4.99Grid K-E / 13A-12A 2 1 1.000 2.760 0.135 0.75Flat Slab at Kitchen/Study 1 1 3.800 5.000 0.125 2.38Utility/Toilet 03 1 1 3.550 5.000 0.125 2.22For slab beam

Grid 14A-12A / L-K ( B19/ 18C ) 2 1 2.750 0.300 0.450 0.74Projection 2 1 2.850 0.150 0.150 0.13

Grid 14A-12A / E-C ( B19/ 18A ) 2 1 3.050 0.300 0.450 0.82Projection 2 1 3.150 0.150 0.150 0.14

K / 15A-14A ( B7A-B7B ) 1 1 5.100 0.300 0.450 0.69Projection 1 1 5.250 0.150 0.150 0.12

E / 15A-14A ( B7A-B7B ) 1 1 5.200 0.300 0.450 0.70Projection 1 1 5.250 0.150 0.150 0.12

B18B 1 1 5.000 0.300 0.450 0.68B3A 2 1 4.000 0.200 0.450 0.72B20 1 1 5.600 0.200 0.450 0.50

UB20 1 2 2.910 0.200 0.335 0.39UB3 2 2 2.310 0.200 0.335 0.62

UB18 1 2 2.760 0.200 0.335 0.37B6B 2 1 3.550 0.300 0.450 0.96

Total Quantity

B6C 2 1 3.100 0.300 0.450 0.84B17 1 1 5.000 0.200 0.450 0.45

C1 4 1 0.200 0.400 0.200 0.06C2 4 1 0.300 0.300 1.200 0.43C3 1 1 0.200 0.400 1.200 0.10C4 5 1 0.300 0.300 1.200 0.54C5 2 1 0.300 0.900 1.200 0.65

Total Qty of G8 26.72G1, G4, G5, G9, G13 & G12 same as G8 26.72 7.00 187.04Grad Slab Floor -G5

14A-12A/C-F Bed room-2 1 1 4.000 3.850 0.100 1.5414A-12A/J-L Bed room-1 1 1 4.000 3.550 0.100 1.4215A-14A/D-E Verandah 1 1 4.000 1.500 0.100 0.60Living Room 1 1 4.000 5.000 0.100 2.00Dinning 1 1 5.050 3.700 0.100 1.8711A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.100 1.58Toilet 1 & 2 2 1 2.200 1.800 0.100 0.79Toilet 3 & Utility 1 1 1.350 5.000 0.100 0.68Entrench 1 1 4.300 1.000 0.100 0.43

10.91 4.00 43.64Grad Slab Floor -G6

14A-12A/C-F Bed room-1 1 1 4.000 3.550 0.100 1.4214A-12A/J-L Bed room-2 1 1 4.000 3.850 0.100 1.5415A-14A/D-E Verandah 1 1 4.000 1.400 0.100 0.56Dinning 1 1 5.050 3.700 0.100 1.87Living Room 1 1 4.000 5.000 0.100 2.00

Total Quantity

11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.100 1.58Toilet 1 & 2 2 1 2.200 1.800 0.100 0.79Toilet 3 & Utility 1 1 1.350 5.000 0.100 0.68Entrench 1 1 2.250 1.000 0.100 0.23

10.67 4.00 42.68

C6 4 1 0.300 0.300 2.165 0.78C6A 2 1 0.300 0.300 2.165 0.39C7 4 1 0.300 0.300 2.165 0.78C7A 2 1 0.300 0.300 2.165 0.39C8 4 1 0.200 0.400 2.165 0.69

Total Qty of F3 3.03F1, F2, F4, F5, & F6 same as F3 3.03 6.00 18.18Concrete for Lintel F3

L5 (Grid 8 & K to E ) 2 1 5.000 0.200 0.200 0.40L5 ( Grid 7 & K to E ) 1 1 5.000 0.200 0.200 0.20L1( Grid K & 6 to 7 ) 1 1 3.900 0.300 0.200 0.23L1 ( Grid E & 6 to 8 ) 1 1 5.300 0.300 0.200 0.32L3 ( Grid K & 7 to 8 ) 1 1 1.400 0.300 0.200 0.08Down slab at Entrance 1 1 5.000 1.200 0.100 0.60L7A ( Grid N & 4 to 5 ) 1 1 1.800 0.200 0.200 0.07L7 ( Grid M & 4 to 5 ) 1 1 2.200 0.200 0.200 0.09L7 ( Grid 4 & N to L ) 1 1 2.900 0.200 0.200 0.12L7 ( Grid 5 & N to L ) 1 1 2.900 0.200 0.200 0.12Toilet 2 Down Slab 1 1 2.200 1.800 0.100 0.40

L8 ( Grid L & 4 to 6 ) 1 1 4.000 0.200 0.400 0.32

Concrete for column Above First floor up to Lintel level F3

Total Quantity

L2 ( Grid j & 4 to 6 ) 1 1 4.300 0.200 0.400 0.34

L1 ( Grid 4 & L to K ) 1 1 3.000 0.200 0.200 0.12

L1 ( Grid 6 & L to J ) 1 1 3.450 0.200 0.200 0.14

Chajja at Bed Room 2 1 1 4.300 0.625 0.100 0.27L7A ( Grid A & 4 to 5 ) 1 1 1.800 0.200 0.200 0.07L7 ( Grid B & 4 to 5 ) 1 1 2.200 0.200 0.200 0.09L7 ( Grid 4 & A to C ) 1 1 2.900 0.200 0.200 0.12L7 ( Grid 5 & A to C ) 1 1 2.900 0.200 0.200 0.12Toilet 1 Down Slab 1 1 2.200 1.800 0.100 0.40

L8 ( Grid C & 4 to 6 ) 1 1 4.000 0.200 0.200 0.16

L2 ( Grid E & 4 to 6 ) 1 1 4.300 0.200 0.400 0.34

L1 ( Grid 4 & E to C ) 1 1 3.000 0.300 0.200 0.18

L1 ( Grid 6 & F to C ) 1 1 3.450 0.300 0.200 0.21

Chajja at Bed Room 1 1 1 4.300 0.625 0.100 0.27

L4 ( Grid 4 & I to J) 1 1 3.950 0.300 0.400 0.47

Chajja 1 1 5.600 0.600 0.100 0.34

L1 ( Grid K & 2 to 4 ) 1 1 3.550 0.300 0.200 0.21

L1 ( Grid E & 2 to 4 ) 1 1 3.550 0.300 0.200 0.21

8 1 1.125 0.600 0.113 0.61

7.62 4.00 30.48

RCC for First Floor Slab - F3

For slabGrid H-L / 6A-4A 2 1 4.350 2.310 0.135 2.71Grid H-C / 6A-4A 2 1 4.650 2.310 0.135 2.90Grid K-A / 8A-5A 2 1 6.550 2.760 0.135 4.88Grid K-E / 5A-1 2 1 6.550 2.760 0.135 4.88For slab beam

Chhaja at L1

B10 Type F4, F5 & F6 is same to F3

Total Quantity

Grid E / 8A to 6A ( B3A-3B ) 1 1 5.100 0.300 0.450 0.69Projection 1 1 5.100 0.150 0.150 0.11

Grid K / 8A to 6A ( B3A-3B ) 1 1 5.100 0.300 0.450 0.69Projection 1 1 5.100 0.150 0.150 0.11

Grid 8A / E to K ( B6 ) 1 1 5.600 0.200 0.450 0.50Grid L / 6A to 4A ( B1 ) 1 1 4.000 0.200 0.450 0.36Grid C / 6A to 4A ( B1 ) 1 1 4.000 0.200 0.450 0.36

Grid 6A / L to K ( B5 ) 1 1 2.700 0.300 0.450 0.36Projection 1 1 2.700 0.150 0.150 0.06

Grid 4A / L to K ( B5 ) 1 1 2.700 0.300 0.450 0.36Projection 1 1 2.700 0.150 0.150 0.06

Grid 6A / C to E ( B5 ) 1 1 3.000 0.300 0.450 0.41Projection 1 1 3.000 0.150 0.150 0.07

Grid 4A / C to E ( B5 ) 1 1 3.000 0.300 0.450 0.41Projection 1 1 3.000 0.150 0.150 0.07

Grid K / 4A to 1 ( B2A-2B ) 1 1 5.050 0.300 0.450 0.68Projection 1 1 5.050 0.150 0.150 0.11

Grid E / 4A to 1 ( B2A-2B ) 1 1 5.050 0.300 0.450 0.68Projection 1 1 5.050 0.150 0.150 0.11

UB6 1 2 2.910 0.200 0.335 0.39UB18 2 2 2.310 0.200 0.335 0.62

C6 4 1 0.300 0.300 1.200 0.43C6A 2 1 0.300 0.300 1.200 0.22C7 4 1 0.300 0.300 1.200 0.43C7A 2 1 0.300 0.300 1.200 0.22

Total Qty of F3 23.88F4, F5 & F6 same as F3 23.88 4.00 95.52

Total Quantity

Total Cu.Mt. 1319.36

Less Paid in 3rd R.A. Bill Item No.- 2.12 in Cu.Mt. 1158.88

Net Balance Qut. In this Bill Cu.Mt. 160.483.01a

House B10 - G2 (Formwork for Footings) Sqmt.

C1A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55C6 2 4 1.850 0.230 3.40

2 4 1.850 0.230 3.40C6A 2 2 1.850 0.230 1.70

2 2 1.850 0.230 1.70C7 2 4 1.600 0.300 3.84

2 4 1.600 0.300 3.84C7A 2 2 1.600 0.300 1.92

2 2 1.600 0.300 1.92C8 2 4 1.350 0.230 2.48

2 4 1.500 0.230 2.76C9 2 4 1.200 0.230 2.21

2 4 1.200 0.230 2.21C9A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55C10 2 1 1.000 0.230 0.46

2 1 2.300 0.230 1.06C11 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55

Providing ordinary formwork with shuttering plywood/ steel sheathing and steel supporting system so as to give fair finish, including centering, shuttering and propping, etc. complete, height of

Total Quantity

Total qty of G2 36.20

36.20 8.00 289.60

House B6 - G1 (Formwork for Footings) Sqmt.

2 4 1.200 0.230 2.21

2 4 1.200 0.230 2.21C2 2 4 1.350 0.230 2.48

2 4 1.350 0.230 2.48C3 2 1 1.350 0.230 0.62

2 1 1.350 0.230 0.62C4 2 5 1.600 0.300 4.80

2 5 1.600 0.300 4.80C5 2 2 1.350 0.230 1.24

2 2 2.000 0.230 1.84C9A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55Total qty of G5 24.40

24.40 8.00 195.20

C1 4 2 0.200 1.260 2.024 2 0.400 1.260 4.03

C2 4 2 0.300 1.210 2.904 2 0.300 1.210 2.90

C3 1 2 0.200 1.210 0.481 2 0.400 1.210 0.97

C4 5 2 0.300 1.110 3.33

B10-Shuttering for pedestal up to Plinth beam bottom P.L. 4.60 Mt.

Total Quantity

5 2 0.300 1.110 3.33C5 2 2 0.300 1.110 1.33

2 2 0.900 1.110 4.00C9A 1 2 0.200 1.260 0.50

1 2 0.400 1.260 1.01Total qty of G5 26.80

26.80 4.00 107.20G6

C1A 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

C6 4 2 0.300 1.010 2.424 2 0.300 1.010 2.42

C6A 2 2 0.300 1.010 1.212 2 0.300 1.010 1.21

C7 4 2 0.300 1.110 2.664 2 0.300 1.110 2.66

C7A 2 2 0.300 1.110 1.332 2 0.300 1.110 1.33

C8 4 2 0.200 1.160 1.864 2 0.400 1.160 3.71

C9 4 2 0.200 1.260 2.024 2 0.400 1.260 4.03

C9A 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

C10 1 2 0.200 1.160 0.461 2 1.400 1.160 3.25

C11 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

Total Quantity

35.10 4.00 140.40

C1 4 2 0.200 1.360 2.184 2 0.400 1.360 4.35

C2 4 2 0.300 1.310 3.144 2 0.300 1.310 3.14

C3 1 2 0.200 1.310 0.521 2 0.400 1.310 1.05

C4 5 2 0.300 1.210 3.635 2 0.300 1.210 3.63

C5 2 2 0.300 1.210 1.452 2 0.900 1.210 4.36

C9A 1 2 0.200 1.360 0.541 2 0.400 1.360 1.09

29.08 4.00 116.32G2

C1A 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

C6 4 2 0.300 1.010 2.424 2 0.300 1.010 2.42

C6A 2 2 0.300 1.010 1.212 2 0.300 1.010 1.21

C7 4 2 0.300 1.110 2.664 2 0.300 1.110 2.66

B10-Shuttering for pedestal up to Plinth beam bottom P.L. 4.70 Mt.

Total Quantity

C7A 2 2 0.300 1.110 1.332 2 0.300 1.110 1.33

C8 4 2 0.200 1.160 1.864 2 0.400 1.160 3.71

C9 4 2 0.200 1.260 2.024 2 0.400 1.260 4.03

C9A 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

C10 1 2 0.200 1.160 0.461 2 1.400 1.160 3.25

C11 1 2 0.200 1.260 0.501 2 0.400 1.260 1.01

35.10 4.00 140.40Shuttering for Plinth Beam G1

TB1 2 2 1.800 0.600 4.32TB2 2 2 2.200 0.300 2.64Bottom 2 1 2.200 0.200 0.88TB3 2 2 4.000 0.600 9.60TB4A 1 2 1.450 0.600 1.74

1 2 1.350 0.600 1.62TB4B 2 2 3.100 0.600 7.44TB5A 2 1 3.900 0.600 4.68TB5B 1 1 1.000 0.600 0.60

1 1 1.400 0.600 0.84TB8 1 2 4.000 0.600 4.80

1 2 4.600 0.600 5.52TB13 2 1 4.000 0.600 4.80

Total Quantity

TB14 1 1 4.000 0.600 2.40

1 1 4.200 0.600 2.52TB18A 2 1 1.000 0.600 1.20TB18B 1 1 4.050 0.600 2.43

1 1 4.350 0.600 2.61TB19A 1 1 1.700 0.600 1.02

1 1 1.500 0.600 0.90TB19B 2 1 4.900 0.600 5.88TB20A 2 4 2.700 0.600 12.96TB20B 1 4 0.400 0.600 0.96

1 4 0.200 0.600 0.48TB21 2 2 2.900 0.600 6.96TB22 2 2 2.900 0.600 6.96TB25 2 1 5.000 0.600 6.00TB26 2 2 5.000 0.600 12.00

1 1 5.000 0.600 3.00

1 1 5.600 0.600 3.36Shuttering for column with Plinth beam G1

C1 2 4 0.200 0.600 0.962 4 0.400 0.600 1.92

C2 2 4 0.300 0.600 1.442 4 0.300 0.600 1.44

C3 2 1 0.200 0.600 0.242 1 0.400 0.600 0.48

C4 2 5 0.300 0.600 1.802 5 0.300 0.600 1.80

C5 2 2 0.300 0.600 0.722 2 0.900 0.600 2.16

Total Quantity

C9A 2 1 0.200 0.600 0.242 1 0.400 0.600 0.48

134.80 8.00 1078.40Shuttering for Plinth beam G2

TB1 2 2 1.800 0.600 4.32TB2 2 2 2.200 0.300 2.64Bottom 2 1 2.200 0.200 0.88TB3 2 2 4.000 0.600 9.60TB5A 1 2 4.000 0.600 4.80TB5A 1 2 3.900 0.600 4.68TB5B 1 1 1.400 0.600 0.84

1 1 1.100 0.600 0.66TB5B 1 2 1.300 0.600 1.56TB6A 1 2 0.900 0.600 1.08TB6B 1 1 2.400 0.600 1.44

1 1 2.700 0.600 1.62TB7A 2 2 3.700 0.600 8.88TB7B 1 2 2.800 0.600 3.36TB8 2 1 4.600 0.600 5.52

2 1 4.000 0.600 4.80TB10A 1 2 3.150 0.600 3.78TB10B 0.5 2 2.800 0.600 1.68TB11 1 2 2.600 0.600 3.12TB12 1 2 2.600 0.300 1.56TB14 1 1 4.000 0.600 2.40

1 1 4.200 0.600 2.52

B10 Type G4, G5, G8, G9, G12,G16, & G13 is same to G1

Total Quantity

TB15A 1 2 1.535 0.600 1.84TB15B 1 2 3.765 0.600 4.52TB16 1 2 3.765 0.600 4.52TB19A 1 1 1.800 0.600 1.08

1 1 1.600 0.600 0.96TB19B 1 2 5.000 0.600 6.00TB20A 4 2 2.700 0.600 12.96TB20B 4 1 0.400 0.600 0.96

4 1 0.200 0.600 0.48TB21 2 2 2.900 0.600 6.96TB22 2 2 2.900 0.600 6.96TB23A 1 1 1.400 0.600 0.84

1 1 1.200 0.600 0.72TB23B 1 2 1.800 0.600 2.16TB23C 1 2 1.800 0.600 2.16TB24A 1 2 2.300 0.600 2.76TB24B 1 2 2.300 0.600 2.76TB14 0.5 1 2.600 0.600 0.78

0.5 1 2.200 0.600 0.66Shuttering for Column with Plinth beam-G2

C1A 1 2 0.200 0.600 0.241 2 0.400 0.600 0.48

C6 4 2 0.300 0.600 1.444 2 0.300 0.600 1.44

C6A 2 2 0.300 0.600 0.722 2 0.300 0.600 0.72

C7 4 2 0.300 0.600 1.44

Total Quantity

4 2 0.300 0.600 1.44C7A 2 2 0.300 0.600 0.72

2 2 0.300 0.600 0.72C8 4 2 0.200 0.600 0.96

4 2 0.400 0.600 1.92C9 4 2 0.200 0.600 0.96

4 2 0.400 0.600 1.92C9A 1 2 0.200 0.600 0.24

1 2 0.400 0.600 0.48C10 1 2 0.200 0.600 0.24

1 2 1.400 0.600 1.68

C11 1 2 0.200 0.600 0.241 2 0.400 0.600 0.48

150.30 8.00 1202.40Shuttering for column up toLintel level G5

C1 4 2 0.200 2.165 3.464 2 0.400 2.165 6.93

C2 4 2 0.300 2.165 5.204 2 0.300 2.165 5.20

C3 1 2 0.200 2.165 0.871 2 0.400 2.165 1.73

C4 5 2 0.300 2.165 6.505 2 0.300 2.165 6.50

C5 2 2 0.300 2.165 2.602 2 0.900 2.165 7.79

B10 Type G3, G6, G7, G10, G11,G15 & G14 is same is G2

Total Quantity

46.78 8.00 374.24Shuttering for column up to Lintel level G6

C1A 1 2 0.200 2.165 0.871 2 0.400 2.165 1.73

C6 4 2 0.300 2.165 5.204 2 0.300 2.165 5.20

C6A 2 2 0.300 2.165 2.602 2 0.300 2.165 2.60

C7 4 2 0.300 2.165 5.204 2 0.300 2.165 5.20

C7A 2 2 0.300 2.165 2.602 2 0.300 2.165 2.60

C8 4 2 0.200 2.165 3.464 2 0.400 2.165 6.93

C9 3 2 0.200 1.010 1.213 2 0.400 1.010 2.42

C9 1 2 0.200 2.165 0.871 2 0.400 2.165 1.73

C10 1 2 0.200 2.165 0.871 2 1.400 2.165 6.06

C11 1 2 0.200 2.165 0.871 2 0.400 2.165 1.73

59.95 8.00 479.60

Shuttering for Ground floor Slab - G6

Total Quantity

For slabBed room-1 1 1 4.000 3.300 13.20Bed room-2 1 1 4.000 3.600 14.40Living Room 1 1 4.000 5.000 20.00Dinning 1 1 4.600 4.200 19.32Offset 1 1 0.450 5.000 2.25Toilet 1 & 2 2 1 2.200 1.500 6.60Kitchen/Study 1 1 3.150 5.000 15.75Utility/Toilet 03 1 1 1.400 5.100 7.14For slab beam

B1 2 2 1.800 0.450 3.24B2 2 1 2.200 0.325 1.43

2 1 2.200 0.400 1.76B2 - Duct 1 1 1.400 0.450 0.63

B3 2 1 4.000 0.325 2.602 1 2.100 0.325 1.372 1 1.900 0.450 1.71

B4A 2 1 3.700 0.450 3.332 1 3.700 0.325 2.41

B4B 2 1 1.400 0.450 1.262 1 1.400 0.325 0.91

B5 2 1 4.600 0.275 2.532 1 4.000 0.325 2.60

B6A 1 1 4.000 0.450 1.801 1 4.000 0.275 1.10

B6A 1 1 3.900 0.450 1.761 1 3.900 0.275 1.07

B6B 1 1 1.400 0.450 0.63

Total Quantity

1 1 1.400 0.325 0.46B8A 1 2 3.150 0.325 2.05B8B 1 2 1.400 0.325 0.91B9A 1 1 1.400 0.450 0.63

1 1 1.200 0.450 0.54B9B/9C 2 2 1.800 0.325 2.34

B11A/11B 2 2 2.300 0.325 2.99B12A 2 1 2.900 0.450 2.61

2 1 1.200 0.450 1.082 1 1.500 0.325 0.98

B12B 1 1 2.700 0.450 1.221 1 2.700 0.325 0.88

B12B 1 1 3.000 0.450 1.351 1 3.000 0.325 0.98

B12C 2 1 0.400 0.325 0.262 1 0.200 0.325 0.13

B13 2 1 2.900 0.450 2.61B14A 1 1 2.700 0.450 1.22

1 1 2.700 0.325 0.88B14A 1 1 3.000 0.450 1.35

1 1 3.000 0.325 0.98B14B 2 1 0.200 0.325 0.13

2 1 0.400 0.325 0.26B15 1 1 5.000 0.275 1.38

1 1 5.000 0.450 2.25B16 1 1 5.000 0.275 1.38

1 1 5.000 0.450 2.25B21 1 2 1.200 0.450 1.08

Total Quantity

For Column Lintel to slab

C6 4 2 0.300 0.750 1.804 2 0.300 0.750 1.80

C6A 2 2 0.300 0.750 0.902 2 0.300 0.750 0.90

C7 4 2 0.300 0.750 1.804 2 0.300 0.750 1.80

C7A 2 2 0.300 0.750 0.902 2 0.300 0.750 0.90

C8 4 2 0.200 0.750 1.204 2 0.400 0.750 2.40

C10 1 2 0.200 0.750 0.301 2 1.400 0.750 2.10

C11 1 2 0.200 0.750 0.301 2 0.400 0.750 0.60

C6 4 2 0.300 0.450 1.084 2 0.300 0.450 1.08

C6A 2 2 0.300 0.450 0.542 2 0.300 0.450 0.54

C7 4 2 0.300 0.450 1.084 2 0.300 0.450 1.08

C7A 2 2 0.300 0.450 0.542 2 0.300 0.450 0.54

C8 4 2 0.200 0.450 0.724 2 0.400 0.450 1.44

C10 1 2 0.200 0.450 0.181 2 1.400 0.450 1.26

Total Quantity

C11 1 2 0.200 0.450 0.181 2 0.400 0.450 0.36

194.30 6.00 1165.80Staircase B6-G6 - 1st Flight

Steps 10 1 1.200 0.159 1.911st Step 1 2 0.275 0.159 0.09

West slab 1 2 3.180 0.150 0.95West slab Bottom 1 1 2.880 1.200 3.46

Landing 1 1 1.340 2.600 3.4810 0.5 0.275 0.159 0.22

West slab 1 2 3.210 0.150 0.96West slab Bottom 1 1 2.910 1.000 2.91

Landing Bottom 1 1 1.400 1.540 2.16Side 1 2 1.534 0.150 0.46

LB1A 1 2 1.535 0.150 0.46LB1B 1 2 3.765 0.200 1.51

LB2 1 1 2.600 0.450 1.171 1 2.600 0.239 0.62

LB3 1 2 4.745 0.450 4.27LB4A 1 2 1.535 0.200 0.61LB4B 1 2 4.745 0.200 1.90B22 1 2 1.200 0.150 0.36

Column C9 3 2 0.200 0.450 0.543 2 0.400 0.450 1.08

Column 1A 1 2 0.200 0.190 0.081 2 0.400 0.190 0.15

2nd Flight Steps

Total Quantity

Column C9 1 2 0.200 0.900 0.361 2 0.400 0.900 0.72

30.43 6.00 182.58B10 Type G6 Slab Beam Bottom

For slab beam

B1 2 1 1.800 0.20 0.72B2 2 1 2.200 0.20 0.88

B2 - Duct 1 1 1.400 0.20 0.28B3 2 1 4.000 0.20 1.60

B4A 2 1 3.700 0.30 2.22B4B 2 1 1.400 0.30 0.84

B5 2 1 4.600 0.20 1.84B6A 1 1 4.000 0.30 1.20B6A 1 1 3.900 0.30 1.17B6B 1 1 1.400 0.30 0.42B8A 1 2 3.150 0.20 1.26B8B 1 2 1.400 0.20 0.56B9A 1 1 1.400 0.20 0.28

B9B/9C 2 2 1.800 0.20 1.44B11A/11B 2 2 2.300 0.20 1.84

B12A 2 1 2.900 0.20 1.16B12B 2 1 2.700 0.30 1.62B12B 2 1 3.000 0.30 1.80B12C 2 2 0.400 0.30 0.48

B13 2 1 2.900 0.20 1.16B14A 1 1 2.700 0.30 0.81

Total Quantity

B14A 1 1 3.000 0.30 0.90B14B 2 1 0.200 0.30 0.12

B15 1 1 5.000 0.20 1.00B16 1 1 5.000 0.20 1.00B21 1 2 1.200 0.20 0.48

27.08 2.00 54.16

RCC for Ground floor Slab - G8Grid H-L / 14A-12A 2 1 4.350 2.310 20.10Grid H-C / 14A-12A 2 1 4.650 2.310 21.48Grid K-A / 13A-16A 2 1 6.700 2.760 36.98Grid K-E / 13A-12A 2 1 1.000 2.760 2.00Flat Slab at Kitchen/Study 1 1 3.800 5.000 3.80Utility/Toilet 03 1 1 3.550 5.000 17.75For slab beam

Grid 14A-12A / L-K ( B19/ 18C ) 2 1 2.750 0.450 2.482 1 2.750 0.315 1.73

Projection 2 1 2.850 0.150 0.86Grid 14A-12A / E-C ( B19/ 18A ) 2 1 3.050 0.450 2.75

2 1 3.050 0.315 1.92Projection 2 1 3.150 0.150 0.95

K / 15A-14A ( B7A-B7B ) 1 1 5.100 0.450 2.301 1 5.100 0.315 1.61

Projection 1 1 5.250 0.150 0.79E / 15A-14A ( B7A-B7B ) 1 1 5.200 0.450 2.34

1 1 5.200 0.315 1.64Projection 1 1 5.250 0.150 0.79

B18B 1 2 5.000 0.450 4.50

B10 Type G7 is same is G6

Total Quantity

B3A 2 2 4.000 0.450 7.20B20 1 2 5.600 0.450 5.04

UB20 1 2 2.910 0.335 1.951 2 2.910 0.200 1.16

UB3 2 2 2.310 0.335 3.102 2 2.310 0.200 1.85

UB18 1 2 2.760 0.335 1.851 2 2.760 0.200 1.10

B6B 2 1 3.550 0.450 3.202 1 3.550 0.325 2.31

B6C 2 1 3.100 0.450 2.792 1 3.100 0.325 2.02

B17 1 1 5.000 0.450 2.251 1 5.000 0.325 1.63

C1 4 2 0.200 0.500 0.804 2 0.400 0.500 1.60

C2 4 4 0.300 1.200 5.76C3 1 2 0.200 1.200 0.48

1 2 0.400 1.200 0.96C4 5 4 0.300 1.200 7.20C5 2 2 0.300 1.200 1.44

2 2 0.900 1.200 4.32Total qty of G8 186.78

186.78 7.00 1307.49

C6 4 2 0.300 2.165 5.20

B10 Type G1, G4, G5, G9, G13 & G12 is same is G8

Shuttering for column Above First floor up to Lintel level F3

Total Quantity

4 2 0.300 2.165 5.20C6A 2 2 0.300 2.165 2.60

2 2 0.300 2.165 2.60C7 4 2 0.300 2.165 5.20

4 2 0.300 2.165 5.20C7A 2 2 0.300 2.165 2.60

2 2 0.300 2.165 2.60C8 4 2 0.200 2.165 3.46

4 2 0.400 2.165 6.93Total Qty of F3 41.59

F1, F2, F4, F5 & F6 same as F3 41.59 6.00 249.54Shuttering for Lintel G5

Grid K & 15 to 16 L1 1 1 1.200 0.200 0.24

1 1 1.200 0.100 0.12Grid 16 & E to KL10 1 1 5.100 0.200 1.02

1 1 5.100 0.100 0.51Bottom 1 1 2.700 0.200 0.54Grid 15 & E to K L5 1 1 4.900 0.200 0.98

1 1 4.900 0.100 0.49Bottom 1 1 1.000 0.200 0.20Grid E & 15 to 16 L3 1 1 1.200 0.400 0.48

1 1 1.200 0.300 0.36Bottom 1 1 1.200 0.30 0.36Ent. Down slab 1 1 5.000 1.20 6.00Grid 15 & E to D L5 1 1 1.750 0.200 0.35

1 1 1.750 0.100 0.18Grid D to C & 14 to 15 L4 1 1 4.000 0.200 0.80

1 1 4.000 0.100 0.40

Total Quantity

Bottom 1 1 4.000 0.30 1.20Grid E & 14 to 15 L3 1 1 4.000 0.400 1.60

1 1 4.000 0.300 1.20

Ver. Down slab 1 1 1.450 4.000 5.80

Grid 13 & A to C , L to N L11 4 1 2.900 0.400 4.644 1 2.900 0.300 3.48

Grid B,M & 12 to 13 L11 2 1 2.200 0.400 1.762 1 2.200 0.300 1.32

Grid A, N & 12 to 13 L11A 2 2 1.800 0.200 1.44

Grid C, L & 12 to 14 L12 2 1 4.000 0.400 3.202 1 4.000 0.300 2.40

Toilet 1 & 2 Down slab 2 1 2.200 1.800 1.800 7.92

Grid 12, 14 & C to E L1 2 2 3.000 0.200 2.40

Chhaja 2 1 1.125 0.600 1.352 2 0.600 0.113 0.27

Grid E, K & 10 to 12 ( L7+ L1 ) 2 2 3.100 0.200 2.48

Chhaja 2 1 1.125 0.600 1.352 2 0.600 0.113 0.27

Grid 10 & E to KL6 2 2 1.350 0.200 1.08

Grid 9 & E to KL6 1 2 1.050 0.200 0.42

Grid 12, 14 & K to L L1 2 2 2.700 0.200 2.16

2 1 1.125 0.600 1.35

2 2 0.600 0.113 0.27

Grid K 14 to 15 L1 1 2 3.900 0.200 1.56

1 1 1.125 0.600 0.67

1 2 0.600 0.113 0.14

Grid K & 9 to 10 L8 1 2 1.550 0.200 0.62

1 1 1.550 0.600 0.93

Chhaja

Total Quantity

Grid C, I & 12 to 14 L15 2 2 4.300 0.400 6.88

1 2 4.300 0.625 5.38

Grid 12 & E to K L9 1 2 5.000 0.400 4.00

1 1 5.000 0.600 3.00

Opening bottom

D2 1 4 0.900 0.200 0.72

D3 1 4 0.750 0.200 0.60

D4 1 1 1.800 0.300 0.54

GD1 1 1 1.000 0.300 0.30

W1 1 5 1.125 0.300 1.69

W2 1 2 1.125 0.300 0.67

W3 1 1 0.900 0.300 0.27

W4 1 2 0.900 0.200 0.36

W5 1 2 0.450 0.200 0.18

W7 1 1 0.450 0.200 0.09

FG1 1 2 1.125 0.300 0.67Total qty of G5 Sq.Mt. 91.66

91.66 7.00 641.63Shuttering for Lintel G10

Grid k & 7 to 8 L1 1 1 1.400 0.200 0.28

1 1 1.400 0.100 0.14Grid 7 and 8 & K to H L5 2 1 2.500 0.200 1.00

2 1 2.500 0.100 0.50Bottom 1 1 1.200 0.200 0.24

1 1 1.000 0.200 0.20Grid 7 to 8 and K to H L5 1 1 1.600 0.200 0.32

1 1 1.600 0.100 0.16

Chhaja

Total Quantity

Entrance Down slab 1 1 1.200 2.05 2.46Grid 7 & D to G L5 1 1 1.750 0.200 0.35

1 1 1.750 0.100 0.18Bottom 1 1 1.250 0.200 0.25Grid D & 6 to 7 L4 1 1 4.000 0.200 0.80

1 1 4.000 0.100 0.40Bottom 1 1 4.000 0.300 0.00Grid E & 6 to 7 L3 1 1 4.000 0.400 0.00

1 1 4.000 0.300 1.20Grid 6 & C to G L1 1 1 3.000 0.200 0.60

1 1 3.000 0.100 0.30

Chajja 1 1 1.200 0.600 0.72

Ver. Down slab 1 1 1.450 4.000 5.80

Toilet 2 L6 2 2 1.050 0.200 0.84

Toilet 2 L6 2 2 1.250 0.200 1.00

Grid 4 & C to G L1 1 2 3.000 0.200 1.20

Chhaja 1 1 1.125 0.600 0.671 2 0.600 0.113 0.14

Grid E & 2 to 4 L1 / L7 1 2 3.700 0.200 1.48

Grid K & 2 to 4 L1 / L7 1 2 3.700 0.200 1.48

Chhaja 2 1 1.125 0.600 1.352 2 0.600 0.113 0.27

Grid G & 4 to 6 L2 2 2 4.300 0.400 6.88

Chhaja 2 1 4.300 0.625 5.38

Grid 4 & E to K L9 1 2 5.000 0.400 4.00

Chhaja 1 1 5.000 0.600 3.00

Grid 4, 5 & K to L L1 2 2 2.700 0.200 2.16

2 1 1.125 0.600 1.35Chhaja

Total Quantity

2 2 0.600 0.113 0.27

Grid K & 6 to 7 L1 1 2 3.900 0.200 1.56

1 1 1.125 0.600 0.67

1 2 0.600 0.113 0.14

Grid K 1 to 2 L13 1 2 1.600 0.200 0.64

1 1 1.600 0.600 0.96

Grid E & 1 to 2 L7 1 2 0.900 0.200 0.36

Toilet 3 & Utility L6 2 2 1.350 0.200 1.08

Opening bottom

D2 1 4 0.900 0.200 0.72

D3 1 4 0.750 0.200 0.60

D4 1 1 1.800 0.300 0.54

GD1 1 1 1.000 0.300 0.30

W1 1 5 1.125 0.300 1.69

W2 1 2 1.125 0.300 0.67

W3 1 1 0.900 0.300 0.27

W4 1 2 0.900 0.200 0.36

W5 1 2 0.450 0.200 0.18

W6 1 1 0.600 0.300 0.18

FG1 1 2 1.125 0.300 0.67Total qty of G10 Sq.Mt. 58.96

58.96 6.00 353.77Shuttering for Lintel F3

L5 (Grid 8 & K to E ) 1 1 5.000 0.200 1.00

1 1 5.000 0.100 0.50L5 ( Grid 7 & K to E ) 1 1 5.000 0.200 1.00

1 1 5.000 0.100 0.50L1( Grid E & 6 to 7 ) 1 2 3.900 0.200 1.56

Chhaja

B10 Type G2, G3, G6, G7 & G11 is same to G10

Total Quantity

L1 ( Grid E & 6 to 8 ) 2 1 5.300 0.200 2.12L3 ( Grid K & 7 to 8 ) 1 1 1.400 0.200 0.28

1 1 1.400 0.100 0.14Down slab at Entrance 1 1 5.000 1.200 6.00L7A ( Grid N & 4 to 5 ) 2 1 1.800 0.200 0.72L7 ( Grid M & 4 to 5 ) 1 1 2.200 0.400 0.88

1 1 2.200 0.300 0.66L7 ( Grid 4 & N to L ) 1 1 2.900 0.400 1.16

1 1 2.900 0.300 0.87L7 ( Grid 5 & N to L ) 1 1 2.900 0.400 1.16

1 1 2.900 0.300 0.87Toilet 2 Down Slab 1 1 2.200 1.800 3.96

L8 ( Grid L & 4 to 6 ) 1 1 4.000 0.400 1.601 1 4.000 0.300 1.20

L2 ( Grid j & 4 to 6 ) 1 1 4.300 0.400 1.721 1 4.300 0.300 1.29

L1 ( Grid 4 & L to K ) 2 1 3.000 0.200 1.20

L1 ( Grid 6 & L to J ) 2 1 3.450 0.300 2.07

Chajja at Bed Room 2 1 1 4.300 0.625 2.69L7A ( Grid A & 4 to 5 ) 2 1 1.800 0.200 0.72L7 ( Grid B & 4 to 5 ) 1 1 2.200 0.400 0.88

1 1 2.200 0.300 0.66L7 ( Grid 4 & A to C ) 1 1 2.900 0.400 1.16

1 1 2.900 0.300 0.87L7 ( Grid 5 & A to C ) 1 1 2.900 0.400 1.16

1 1 2.900 0.300 0.87Toilet 1 Down Slab 1 1 2.200 1.800 3.96

L8 ( Grid C & 4 to 6 ) 1 1 4.000 0.200 0.80

Total Quantity

1 1 4.000 0.100 0.40

L2 ( Grid E & 4 to 6 ) 1 1 4.300 0.400 1.721 1 4.300 0.300 1.29

L1 ( Grid 4 & E to C ) 1 1 3.000 0.200 0.601 1 3.000 0.100 0.30

L1 ( Grid 6 & F to C ) 1 1 3.450 0.200 0.691 1 3.450 0.100 0.35

Chajja at Bed Room 1 1 1 4.300 0.625 2.69

L4 ( Grid 4 & I to J) 1 1 3.950 0.400 1.58

1 1 3.950 0.300 1.19

Chajja 1 1 5.600 0.600 3.36

L1 ( Grid K & 2 to 4 ) 2 1 3.550 0.200 1.42

L1 ( Grid E & 2 to 4 ) 2 1 3.550 0.200 1.42

8 1 1.125 0.600 5.40

Chhaja 18 1 0.600 0.113 1.22

Opening bottom

D2 1 4 0.900 0.200 0.72

D3 1 4 0.750 0.200 0.60

D4 1 1 1.800 0.300 0.54

W1 1 5 1.125 0.300 1.69

W2 1 2 1.125 0.300 0.67

W3 1 1 0.900 0.300 0.27

W4 1 2 0.900 0.200 0.36

W5 1 2 0.450 0.200 0.18

W6 1 1 0.600 0.300 0.18

FG1 1 2 1.125 0.300 0.67Total qty of F3 Sq.Mt. 75.73

75.73 4.00 302.93

Chhaja at L1

B10 Type F4,F5 & F6 is same to F3

Total Quantity

RCC for Ground floor Slab - F3

For slabGrid H-L / 6A-4A 2 1 4.350 2.310 20.10Grid H-C / 6A-4A 2 1 4.650 2.310 21.48Grid K-A / 8A-5A 2 1 6.700 2.760 36.98Grid K-E / 5A-1 2 1 7.900 2.760 43.61For slab beam

Grid E / 8A to 6A ( B3A-3B ) 2 1 5.100 0.450 4.59Projection 2 1 5.100 0.150 1.53

Grid K / 8A to 6A ( B3A-3B ) 2 1 5.100 0.450 4.59Projection 2 1 5.100 0.150 1.53

Grid 8A / E to K ( B6 ) 2 1 5.600 0.450 5.04Grid L / 6A to 4A ( B1 ) 2 1 4.000 0.450 3.60Grid C / 6A to 4A ( B1 ) 2 1 4.000 0.450 3.60

Grid 6A / L to K ( B5 ) 2 1 2.700 0.450 2.43Projection 2 1 2.700 0.150 0.81

Grid 4A / L to K ( B5 ) 2 1 2.700 0.450 2.43Projection 2 1 2.700 0.150 0.81

Grid 6A / C to E ( B5 ) 2 1 3.000 0.450 2.70Projection 2 1 3.000 0.150 0.90

Grid 4A / C to E ( B5 ) 2 1 3.000 0.450 2.70Projection 2 1 3.000 0.150 0.90

Grid K / 4A to 1 ( B2A-2B ) 2 1 5.050 0.450 4.55Projection 2 1 5.050 0.150 1.52

Grid E / 4A to 1 ( B2A-2B ) 2 1 5.050 0.450 4.55Projection 2 1 5.050 0.150 1.52

UB6 2 2 2.910 0.335 3.90UB18 2 2 2.310 0.335 3.10

Total Quantity

C1 4 2 0.200 0.200 0.324 2 0.400 0.200 0.64

C2 4 4 0.300 1.200 5.76C3 1 2 0.200 1.200 0.48

1 2 0.400 1.200 0.96C4 5 4 0.300 1.200 7.20C5 2 2 0.300 1.200 1.44

2 2 0.900 1.200 4.32Total qty of F3 Sq.Mt. 200.57

200.57 4.00 802.27Total Sq.Mt. 9183.93

Less Paid in 3rd R.A. Bill Item No.- 3.01a in Sq.Mt. 7887.92Net Balance Qut. In this Bill Sq.Mt. 1296.01

PROJECT MANAGER

B10 Type F4 is same to F3

of 1288 Block Masonry

Type B10

G5 block masonary up to Slab level - B10

Grid 16 & I to H Entrance 1 1 1.000 0.400 2.165 0.87Grid K & 14 to 15 Living Room 1 1 3.900 0.300 2.715 3.18Grid K & 15 to 16 at Entrance 1 1 1.400 0.300 2.715 1.14Grid E & 14 to 15 Lintel to slab at Living Room 1 1 4.000 0.300 0.550 0.66Grid E & 15 to 16 Lintel to slab at Entrance 1 1 1.400 0.300 0.550 0.23Grid 12 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 14 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 12 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 14 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 12 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 14 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 12 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37Grid 14 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37

1 1 1.760 0.300 0.53Grid E & 9 to 12 Study 1 1 4.200 0.300 2.715 3.42Grid K & 9 to 12 Kitchen 1 1 4.200 0.300 2.715 3.42

Item No

Total Quantity

Providing and laying Solid cement concrete block masonry in cement mortar 1:5 (1 part cement and 5 part of sand) using factory made/precast (made out of 1:4:8 concrete), load bearing, approved quality,

a) For 300 mm thick wall

Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.

Ded for W1 -5 1 1.125 0.300 2.165 -3.65Ded for W2 -2 1 1.125 0.300 2.165 -1.46Ded for GD1 -1 1 1.100 0.300 2.165 -0.71Ded for FG1 -2 1 1.125 0.300 0.550 -0.37Total of G5 18.02

18.02 7.00 126.13G7 block masonary up to slab

Grid 8 Entrance 1 1 0.300 0.300 2.165 0.19Grid K & 6 to 7 Living Room 1 1 3.900 0.300 2.715 3.18Grid K & 7 to 8 at Entrance 1 1 1.400 0.300 2.715 1.14Grid E & 6 to 7 Lintel to slab at Living Room 1 1 4.000 0.300 0.550 0.66Grid E & 7 to 8 at Entrance 1 1 1.400 0.300 2.715 1.14Grid 4 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 6 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 4 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 6 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 4 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 6 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 4 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37Grid 6 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37Grid 4 & E to K Dining area 1 1 4.360 0.300 0.400 0.52Grid E & 1 to 2 Study 1 1 4.200 0.300 2.715 3.42Grid K & 1 to 2 Kitchen 1 1 4.200 0.300 2.715 3.42Ded for W1 -5 1 1.125 0.300 2.165 -3.65Ded for W2 -2 1 1.125 0.300 2.165 -1.46Ded for W6 -1 1 0.600 0.300 0.900 -0.16Ded for GD1 -1 1 1.100 0.300 2.165 -0.71Ded for FG1 -2 1 1.125 0.300 0.550 -0.37Total of G7 18.08G2, G3, G6, G10 & G11 of B10 same as G7 18.08 6.00 108.48F3 block masonary up to Slab level - B10

Grid E & 7 to 8 Entrance 1 1 1.400 0.300 2.715 1.14

G1, G4, G8, G9, G12 & G13 of B10 same as G5

Grid K & 6 to 7 Living Room 1 1 3.900 0.300 2.715 3.18Grid K & 7 to 8 at Entrance 1 1 1.400 0.300 2.715 1.14Grid E & 6 to 7 Lintel to slab at Living Room 1 1 4.000 0.300 0.550 0.66Grid E & 7 to 8 at Entrance 1 1 1.400 0.300 2.715 1.14Grid 4 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 6 & K to L Bed Room 1 1 1 2.700 0.300 2.715 2.20Grid 4 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 6 & K to I Bed Room 1 1 1 0.450 0.300 2.715 0.37Grid 4 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 6 & C to E Bed Room 2 1 1 3.000 0.300 2.715 2.44Grid 4 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37Grid 6 & E to G Bed Room 2 1 1 0.450 0.300 2.715 0.37Grid 4 & E to K Dining area 1 1 4.360 0.300 0.400 0.52Grid E & 1 to 2 Study 1 1 4.200 0.300 2.715 3.42Grid K & 1 to 2 Kitchen 1 1 4.200 0.300 2.715 3.42Ded for W1 -5 1 1.125 0.300 2.165 -3.65Ded for W2 -2 1 1.125 0.300 2.165 -1.46Ded for W6 -1 1 0.600 0.300 0.900 -0.16Ded for FG1 -2 1 1.125 0.300 0.550 -0.37Total of F3 19.74F4, F5 & GF6 of B10 same as F3 19.74 4.00 78.96G5 block masonary Compound wall

Foundation 600mm Wall

Grid 16 & A to E 1 1 6.450 0.600 0.200 0.77Grid A &13 to 16 1 1 6.700 0.600 0.200 0.80Grid L & 9 to 12 1 1 5.600 0.600 0.200 0.67Grid 9 & K to L 1 1 2.400 0.600 0.200 0.29Foundation 450mm Wall

Grid 16 & A to E 1 1 6.400 0.450 0.200 0.58Grid A &13 to 16 1 1 6.800 0.450 0.200 0.61Grid L & 9 to 12 1 1 5.550 0.450 0.200 0.50Grid 9 & K to L 1 1 2.500 0.450 0.200 0.23Foundation 300mm Wall

Grid 16 & A to E 1 1 6.500 0.300 1.175 2.29Grid A &13 to 16 1 1 6.900 0.300 1.175 2.43Grid L & 9 to 12 1 1 5.600 0.300 1.175 1.97Grid 9 & K to L 1 1 2.600 0.300 1.175 0.92

Total of G5 12.06G8 of B10 same as G5 12.06 2.00 24.12G6 block masonary Compound wall

Grid A & 5 to 8 1 1 6.900 0.600 0.200 0.83Grid 8 & A to E 1 1 6.450 0.600 0.200 0.77Grid L & 1 to 4 1 1 5.750 0.600 0.200 0.69Foundation 450mm Wall

1 1 6.850 0.450 0.200 0.621 1 6.500 0.450 0.200 0.591 1 5.750 0.450 0.200 0.52

1 1 6.950 0.300 0.200 0.421 1 6.550 0.300 0.200 0.391 1 5.750 0.300 0.200 0.35

Total of G6 5.18G7 of B10 same as G6 5.18 2.00 10.36

Total Cu.Mt. 348.05Less Paid in 3rd R.A. Bill Item No.- 4.09 a in Cu.Mt. 295.13

Net Balance Qut. In this Bill Cu.Mt. 52.92b) For 200 mm thick wall

G5 block masonary up to Slab level - B10 Smt.

Grid 16 & K to H Entrance 1 1 1.000 2.165 2.17Above Lintel 1 1 4.360 0.550 2.40

1 1 2.220 2.22Grid 15 & E to K Living Room 1 1 4.900 2.715 13.30

1 1 2.220 2.22Grid E & 14 to 15 Living Room 1 1 4.000 2.165 8.66

Grid 15 & E to B Verandah 1 1 1.600 2.165 3.46Grid 12 & A to C Toilet 2 1 1 2.900 2.365 6.86Grid13 & A to C Toilet 2 1 1 2.900 2.365 6.86Grid A & 12 to 13 Toilet 2 1 1 1.800 2.165 3.90Grid B & 12 to 13 Toilet 2 1 1 2.200 2.365 5.20Grid C & 12 to 14 Bed Room 2 1 1 4.000 2.715 10.86

1 1 1.760 1.76Grid G & 12 to 14 Bed Room 2 1 1 4.600 2.515 11.57

1 1 1.760 1.761 1 0.625 2.165 1.35

Grid 12 & L to N Toilet 1 1 1 2.900 2.365 6.86Grid13 & L to N Toilet 1 1 1 2.900 2.365 6.86Grid N & 12 to 13 Toilet 1 1 1 1.800 2.165 3.90Grid M & 12 to 13 Toilet 1 1 1 2.200 2.365 5.20Grid L& 12 to 14 Bed Room 1 1 1 4.000 2.715 10.86

1 1 1.760 1.76Grid I & 12 to 14 Bed Room 1 1 1 4.600 2.525 11.62

1 1 1.760 1.761 1 0.625 2.165 1.35

Grid E & 11 to 12 Dining 1 1 0.450 2.715 1.22Grid K & 11 to 12 Dining 1 1 0.450 2.715 1.22Grid 11 E to K Kitchen/ Studay 1 1 5.000 2.715 13.58Grid 10 & E to K Kitchen / Studay 1 1 5.000 2.715 13.58Grid H & 10 to 11 Kitchen / Studay 1 1 3.150 2.715 8.55Grid 9 & E to K Toilet 3 & Uitiley 1 1 5.300 2.715 14.39Grid 16 & G to E Enteerince 1 1 0.700 2.165 1.52Sill W1 5 1 1.125 0.500 2.81Sill W2 2 1 1.125 0.900 2.03Ded for W3 -1 1 0.900 1.600 -1.44Ded for W4 -2 1 0.800 1.200 -1.92

Ded for W7 -1 1 0.450 0.900 -0.41Ded for D2 -4 1 0.900 2.165 -7.79Ded for D3 -4 1 0.750 2.165 -6.50Ded for D4 -1 1 1.800 2.165 -3.90Total of G5 175.56G1, G4, G8, G9, G12 & G13 same as G5 175.56 7.00 1228.92G7 block masonary up to ground floor slab Smt.

Grid 8 & K to H Entrance 1 1 2.125 2.165 4.60Above Lintel 1 1 5.000 0.550 2.75Grid 7 & E to K Living Room 1 1 4.900 2.715 13.30Grid E & 6 to 7 Living Room 1 1 4.000 2.165 8.66Grid 7 & E to B Verandah 1 1 0.500 2.165 1.08Grid 4 & A to C Toilet 2 1 1 2.900 2.715 7.87Grid 5 & A to C Toilet 2 1 1 2.900 2.715 7.87Grid A & 4 to 5 Toilet 2 1 1 1.800 2.715 4.89Grid B & 4 to 5 Toilet 2 1 1 2.200 2.715 5.97Grid C & 4 to 6 Bed Room 2 1 1 4.600 2.715 12.49Grid G & 4 to 6 Bed Room 2 1 1 4.600 2.715 12.49

1 1 0.625 2.715 1.70Grid 4 & L to N Toilet 1 1 1 2.900 2.715 7.87Grid 5 & L to N Toilet 1 1 1 2.900 2.715 7.87Grid N & 4 to 5 Toilet 1 1 1 1.800 2.715 4.89Grid M & 4 to 5 Toilet 1 1 1 2.200 2.715 5.97Grid L& 4 to 6 Bed Room 1 1 1 4.600 2.715 12.49Grid I & 4 to 6 Bed Room 1 1 1 4.600 2.715 12.49

1 1 0.625 2.715 1.70Grid E & 2 to 3 Dining 1 1 0.450 2.715 1.22Grid K & 3 to 4 Dining 1 1 0.450 2.715 1.22Grid 3 E to K Kitchen/ Studay 1 1 5.000 2.715 13.58Grid 2 & E to K Kitchen / Studay 1 1 5.000 2.715 13.58Grid H & 2 to 3 Kitchen / Studay 1 1 3.150 2.715 8.55Grid 1 & E to K Toilet 3 & Uitiley 1 1 5.300 2.715 14.39Sill W1 5 1 1.125 0.500 2.81

Sill W2 2 1 1.125 0.900 2.03 Duct 1 1 1.200 2.965 3.56

1 1 1.600 2.965 4.74Ded for W3 -1 1 0.900 1.600 -1.44Ded for W4 -2 1 0.800 1.200 -1.92Ded for W7 -1 1 0.450 0.900 -0.41Ded for D2 -4 1 0.900 2.165 -7.79Ded for D3 -4 1 0.750 2.165 -6.50Ded for D4 -1 1 1.800 2.165 -3.90Total of G7 180.67G2, G3, G6, G10 & G11 same as G7 180.67 6.00 1084.02F3 block masonary up to ground floor slab Smt.

Entrance 1 1 3.250 2.165 7.041 1 2.600 2.165 5.63

Above Lintel 1 1 5.000 0.550 2.75

1 1 2.220 2.22Grid 7 & E to K Living Room above Lintel 1 1 4.900 0.550 2.70

1 1 2.220 2.22Grid E & 6 to 7 Living Room 1 1 4.000 2.165 8.66Grid 4 & A to C Toilet 2 1 1 2.900 2.715 7.87Grid 5 & A to C Toilet 2 1 1 2.900 2.715 7.87Grid A & 4 to 5 Toilet 2 1 1 1.800 2.715 4.89Grid B & 4 to 5 Toilet 2 1 1 2.200 2.715 5.97Grid C & 4 to 6 Bed Room 2 1 1 4.000 2.715 10.86

1 1 1.760 1.76Grid G & 4 to 6 Bed Room 2 1 1 4.600 2.715 12.49

1 1 1.760 1.761 1 0.625 2.715 1.70

Grid 4 & L to N Toilet 1 1 1 2.900 2.715 7.87Grid 5 & L to N Toilet 1 1 1 2.900 2.715 7.87

Grid N & 4 to 5 Toilet 1 1 1 1.800 2.715 4.89Grid M & 4 to 5 Toilet 1 1 1 2.200 2.715 5.97Grid L& 4 to 6 Bed Room 1 1 1 4.600 2.715 12.49

1 1 1.760 1.76Grid I & 4 to 6 Bed Room 1 1 1 4.600 2.715 12.49

1 1 1.760 1.761 1 0.625 2.715 1.70

Grid E & 2 to 3 Dining 1 1 0.450 2.715 1.22Grid K & 3 to 4 Dining 1 1 0.450 2.715 1.22Grid 3 E to K Kitchen/ Studay 1 1 5.000 2.715 13.58Grid 2 & E to K Kitchen / Studay 1 1 5.000 2.715 13.58Grid H & 2 to 3 Kitchen / Studay 1 1 2.450 2.715 6.65Sill W1 5 1 1.125 0.500 2.81Sill W2 2 1 1.125 0.900 2.03 Duct 1 1 1.200 2.965 3.56

1 1 1.600 2.965 4.74Ded for W3 -1 1 0.900 1.600 -1.44Ded for W4 -2 1 0.800 1.200 -1.92Ded for W7 -1 1 0.450 0.900 -0.41Ded for D2 -4 1 0.900 2.165 -7.79Ded for D3 -4 1 0.750 2.165 -6.50

Total of F3 174.52F4,F5 & F6 same as G7 174.52 4.00 698.08G6 block masonary for Stair Case

Grid 7A & N to L1 1 1 3.765 1.260 4.74Grid 7A & L1 to K 1 1 1.535 1.260 1.93Grid 8 & N to L1 1 1 3.765 1.260 4.74Grid 7 & M1 to L1 1 1 2.550 1.560 3.98Grid N & 7A to 8 1 1 2.600 1.000 2.60

Total of G6 17.99G2, G3, G7, G10 & G11 same as G6 17.99 6.00 107.94

Total Sq.Mt. 3118.96

Less Paid in 3rd R.A. Bill Item No.- 4.09 b in Sq.Mt. 2611.10Net Balance Qut. In this Bill Sq.Mt. 507.86

b) For 100 mm thick wallG5 block masonary up to lintel level Sq.Mt.Grid H & 10 to 11 Kitchen / Studay ( 150mm wall ) 1 1 3.150 2.165 6.82Grid H & 9 to 10 Toile 3 / Utiliy 1 1 1.350 2.165 2.92Bead room 1 & 2

2 1 1.760 3.522 1 4.000 0.600 4.80

Total of G5 18.06G1, G4, G8, G9 & G12 same as G5 18.06 6.00 108.36G6 block masonary up to lintel level

Grid H & 10 to 11 Kitchen / Studay ( 150mm wall ) 1 1 3.150 2.165 6.82Grid H & 9 to 10 Toile 3 / Utiliy 1 1 1.350 2.165 2.92Bead room 1 & 2 2 1 4.000 0.985 7.88

Total of G6 17.62G2, G3, G7, G10 & G11 same as G6 17.62 6.00 105.72

Total Sq.Mt. 214.08Less Paid in 3rd R.A. Bill Item No.- 4.09 c in Sq.Mt. 99.84

Net Balance Qut. In this Bill Sq.Mt. 114.24

PROJECT MANAGER

of 1288 Plastring

Type B10

7.04.a

B10 - G8 Outside wall Plaster Sqmt.Right side Building Entrance out side wall 1 1 5.60 3.950 22.12

1 1 3.034 3.03Top of beam 1 2 3.11 0.400 2.49

1 1 1.60 2.815 4.501 1 1.70 3.600 6.121 1 0.79 1.600 1.26

Projection O/s 1 1 3.10 0.300 0.93

Item No

Total Quantity

Providing and laying average 18-20 mm. thick Sand face cement plaster on walls upto any height above ground level and for all shapes consisting of average 12-15 mm. thick backing coat of CM 1:6 (1 cement: 6 coarse sand) and average 6 mm. thick uniform grained textured finish coat using wooden Gutka, in CM 1:4 (1 cement: 4 sand), including scaffolding, forming grooves, drip moulds, pattas, hacking RCC surface, curing etc. complete (for all civil, plumbing & electrical works). (The rate shall be inclusive providing and fixing of chicken wire mesh having openings 20 mm. x 20 mm. of 22 gauge and 150mm wide at all vertical and horizontal junctions of RCC and masonry works as directed by EIC)

Area of Triangle = [ { ( base x perpendicular height)/2)x2}] Base=5.1mt., Height=1.19mt.

of 1288 Plastring

Total Quantity

Toilet 2 wall 1 1 3.10 3.215 9.97Bed Room 1 wall 1 1 3.00 3.600 10.80Projection O/s 1 1 2.80 0.300 0.84Toilet 1 wall 1 1 3.10 3.215 9.97Entrance in side wall 1 1 3.30 2.165 7.14

1 1 0.80 2.165 1.73Ver. Inside 1 2 1.60 2.165 6.93Fount side Building

1 1 2.445 2.451 1 4.60 0.735 3.381 1 2.00 3.215 6.43

Top of beam 1 2 2.68 0.400 2.14Toilet 2 wall 1 1 2.60 3.215 8.36Studay out side wall 1 1 5.50 3.300 18.15Passage + Staday above beam bottom 1 1 7.55 0.781 5.90

1 1 7.55 0.150 1.13Above Ver. 1 1 5.60 0.985 5.52Projection O/s 1 1 5.40 0.300 1.62Ver 1 1 0.20 2.615 0.52Ent. Columns 1 1 0.20 2.615 0.52Ent. Inside 1 1 0.40 2.165 0.87Ver. Inside 1 1 4.00 2.165 8.66

1 1 4.00 0.200 0.801 1 4.00 0.450 1.80

Back side Building

1 1 2.445 2.451 1 4.60 0.735 3.38

Top of beam 1 2 2.68 0.400 2.141 1 2.00 3.215 6.431 1 2.60 3.215 8.36

Living b/s wall 1 1 5.60 3.600 20.16Projection O/s 1 1 5.40 0.300 1.62Kitchen out side wall 1 1 5.50 3.300 18.15

1 1 7.55 0.750 5.66

Area of Triangle = [ { ( base x perpendicular height)/2)x2}] Base=4.11mt., Height=1.19mt.

of 1288 Plastring

Total Quantity

Passage + Kitchen above beam bottom 1 1 7.55 0.150 1.131 1 5.60 3.300 18.48

Left side Building Bed Room 1 wall 1 1 5.60 1.500 8.40Projection O/s 1 1 2.80 0.300 0.84Bed Room 2 wall 1 1 3.00 3.600 10.80Projection O/s 1 1 3.10 0.300 0.93

1 1 3.30 3.600 11.88Toilet 1 Wall 1 1 3.10 3.215 9.97Duct in side 2 2 2.20 3.215 28.29

2 2 0.90 3.215 11.57W1 -5 0.5 1.13 1.600 -4.50Jambs 5 2 0.30 1.600 4.80

5 2 0.30 1.200 3.60W2 -2 0.5 1.13 1.200 -1.35Jambs 2 2 0.30 1.200 1.44

2 2 0.30 1.200 1.44W5 -2 0.5 0.45 1.600 -0.72Jambs 2 2 0.20 1.600 1.28

2 2 0.20 0.450 0.36GD1 -1 0.5 1.10 2.100 -1.16Jambs 1 2 0.20 2.100 0.84

1 1 0.20 1.100 0.22FG1 -2 0.5 1.20 0.550 -0.66Jambs 2 2 0.30 1.200 1.44

2 2 0.30 0.550 0.66Enternce -1 1 2.70 2.100 -5.67W3 -1 0.5 0.90 1.600 -0.72Jambs 1 2 0.20 1.600 0.64

1 2 0.20 0.900 0.36D4 -1 0.5 1.80 2.100 -1.89Jambs 1 2 0.20 2.100 0.84

1 1 0.20 1.800 0.36W4 -2 1.0 0.90 1.200 -2.160Jambs 2 2.0 0.20 0.900 0.720

2 2.0 0.20 1.200 0.960

of 1288 Plastring

Total Quantity

Total Qty. G8 327.86G5, G9 & G12 same as G8 327.86 4 1311.4338B10 - G7 ( F4 ) Outside Wall Plaster Sqmt.Fount side Building

1 1 2.445 2.445Fournt side plaster 1 1 4.60 0.735 3.381Top of beam 1 2 2.68 0.400 2.144Bed Room 2 out side wall 1 1 2.00 6.450 12.900Toilet 2 wall 1 1 2.60 6.450 16.770Studay out side wall 1 1 3.80 6.450 24.510Above Ver. 1 1 5.40 0.450 2.430Projection O/s 1 1 5.40 0.300 1.620Duct wall 1 1 1.60 6.450 10.320Ver. Inside 1 1 4.00 2.165 8.660

1 1 4.00 0.450 1.8001 1 4.00 0.200 0.8001 1 0.20 2.815 0.563

Projection O/s 1 1 5.40 0.300 1.6201 1 5.60 4.150 23.2401 1 2.60 1.400 3.640

Back side Building

1 1 2.445 2.4451 1 4.60 0.735 3.3811 2 2.68 0.400 2.1441 1 2.000 6.450 12.9001 1 2.600 6.450 16.770

Kitchen out side wall 1 1 5.600 6.965 39.004Projection O/s 1 1 5.400 0.300 1.620

1 1 5.400 6.965 37.611Projection O/s 1 1 5.400 0.300 1.620Right side Building

1 1 3.034 3.034

of 1288 Plastring

Total Quantity

F4 Ent. 1 1 5.600 3.500 19.600inside wall 1 2 1.600 2.100 6.720GF 1 1 0.300 3.300 0.990

1 1 1.400 3.300 4.6201 1 2.770 3.300 9.1411 1 0.400 2.100 0.840

GF Ent. 1 1 2.525 3.300 8.3331 1 1.400 0.450 0.6301 2 0.200 2.100 0.8401 2 0.200 1.000 0.400

Bed Room 2 wall 1 1 3.300 4.150 13.6951 1 1.700 2.815 4.786

Projection O/s 1 1 3.100 0.300 0.930Toilet 2 wall 1 1 3.100 6.450 19.995Ver. Inside 1 1 1.600 2.100 3.360Columns side 1 1 1.200 2.100 2.520

1 1 1.100 0.200 0.2201 1 1.100 0.450 0.495

Bed Room 1 wall 1 1 3.000 6.965 20.895Projection O/s 1 1 2.800 0.300 0.840Toilet 1 1 3.100 6.450 19.995Left side Building G7 & G6 Center Bed Room 1 Wall 1 1 3.000 6.965 20.895Projection O/s 1 1 2.800 0.300 0.840Toilet 1 Wall 1 1 3.100 6.450 19.995Projection O/s 1 1 3.100 0.300 0.930Bed Room 2 wall 1 1 3.300 6.965 22.984Toilet 2 wall 1 1 3.100 6.450 19.995Duct in side 2 2 2.200 6.450 56.760

2 2 0.900 6.450 23.2201 1 1.200 6.450 7.7401 2 1.400 6.450 18.060

Less -1 1 1.800 2.100 -3.780W1 -11 1 1.125 1.600 -19.800Jambs 11 2 0.300 1.600 10.560

11 2 0.300 1.125 7.425

of 1288 Plastring

Total Quantity

W2 -4 1 1.125 1.200 -5.400Jambs 4 2 0.300 1.125 2.700

4 2 0.300 1.200 2.880FG1 -4 1 1.125 0.550 -2.475Jambs 4 2 0.300 1.125 2.700

4 2 0.300 0.550 1.320W4 -4 1 0.900 1.200 -4.320Jambs 4 2 0.200 0.900 1.440

4 2 0.200 1.200 1.920Total Qty. G7 563.81

G6, F3, F4, G10 , F5, F6 & G11 same as G7 563.81 4.0 2255.2276Total Sq.Mt. 3566.66

Less Paid in 3rd R.A. Bill Item No.- 7.04 a in Sq.Mt. 1498.60Net Balance Qut. In this Bill Cu.Mt. 2068.06

PROJECT MANAGER

of 1288 Water supply

Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4thLocation: Mundra Period

Type B10

Section:1 Water supply

1.01.a

8) 25 mm R.Mt.

G8 Water supply Line fitting

Toilet 1 & 2

Water Supply Line 2 1 1.700 3.40

2 1 0.550 1.10

2 1 0.600 1.20Toilet 3

Water Supply Line 1 1 0.900 0.901 1 0.300 0.301 1 0.950 0.951 1 0.570 0.571 1 0.850 0.851 1 0.650 0.65

Total of G5 9.92

9.92 10 99.20Less Paid in 3rd R.A. Bill Item No.- 1.01a 8 in R.Mt. 59.52

Net Balance Qut. In this Bill R.Mt. 39.68

23/07/2011 to 31/08/2011

Item No

Total Quantity

Providing and fixing galvanized iron (GI) mild steel tube (Medium grade Class B) of Tata or equivalent approved make conforming to IS: 1239, including tube fittings of ‘R’ brand or equivalent approved make such as sockets, unions, reducers, long or short

G6, G7, G8, F3, F4, G9, G10, G11 & G12 same as G5

Total Quantity

10) 15 mm. R.Mt.

Toilet 1 & 2

Hot Water Line 2 1 0.770 1.54

2 1 0.550 1.10

2 1 1.850 3.70

2 1 1.700 3.40

2 1 0.200 0.40Toilet 3

Hot Water Line 1 1 1.940 1.94

1 1 0.350 0.35

1 1 0.330 0.33

1 1 0.100 0.10

1 1 0.140 0.14

1 1 1.210 1.21

1 1 0.760 0.76

1 1 1.370 1.37Toilet 1 & 2

Water Supply Line 2 1 0.500 1.00

2 1 1.400 2.80

2 1 0.720 1.44

2 1 1.850 3.70

2 1 0.200 0.40

2 1 0.320 0.64

2 1 0.100 0.20

2 1 0.770 1.54Toilet 3

1 1 1.350 1.35

1 1 0.330 0.33

1 1 1.230 1.23

1 1 0.410 0.41

1 1 0.130 0.13

Total Quantity

1 1 0.330 0.33Kitchen 1 1 0.100 0.10

1 1 0.300 0.30

1 1 0.180 0.18

1 1 0.720 0.72

1 1 1.470 1.47

1 1 0.180 0.18

1 1 0.630 0.63

1 1 0.190 0.19

1 1 0.330 0.33Total of G5 35.94

35.94 10 359.40Less Paid in 3rd R.A. Bill Item No.- 1.01a 10 in R.Mt. 215.64

Net Balance Qut. In this Bill R.Mt. 143.76Section:3 Internal Drainage works

3.08.b

G8 Internal Drainage Line Fitting1) 110mm, R.Mt.

Toilet 1 & 2

Drainage line 2 1 2.100 4.20

2 1 1.500 3.00

2 1 0.600 1.20

2 2 0.300 1.20Toilet 3

Drainage line 1 1 3.025 3.03

1 1 1.000 1.00

1 2 0.450 0.90

G6, G7, G8, F3, F4, G9, G10, G11 & G12 same as G5

Providing and fixing uPVC pressure pipes of Supreme or equivalent make as approved by EIC concealed laid having 6kg /cm² working pressure for Soil and Waste water, complete jointing with suitable grade of good quality solvent cement (supplied by the man

Total Quantity

Total of G8 14.53G8,G6,G7,F3 & F4 same as G5 14.53 10 145.25

Less Paid in 3rd R.A. Bill Item No.- 3.08 b in R.Mt. 87.15Net Balance Qut. In this Bill R.Mt. 58.10

3.09.a Nos

G8 Internal Drainage Line FittingToilet 1 & 2 2 1 2.000 4.00Toilet 3 1 1 2.000 2.00

Total of G8 6.00G8,G6,G7,F3 & F4 same as G5 6.00 10 60.00

Less Paid in 3rd R.A. Bill Item No.- 3.09 a in Nos. 36.00Net Balance Qut. In this Bill Nos 24.00

PROJECT MANAGER

Providing and fixing an SWR quality, heavy duty, uPVC ‘P’ trap of Supreme or equivalent make as approved by EIC Including cutting the floor and making them good with surrounding M15 CC, masonry /block supports, MS brackets etc. testing, etc complete to th

Measurement Sheet

Project Name: Township For CGPL at Mundra 4th

Date of Subm1/9/2011

Type B10

CEMENT CONSUMPTION STATEMENT

SR. NO. DESCRIPTION UNIT CO-EFFICIENT QTY CEMENT BAG CONSUMPTION

1 RCC M30 Concrete Bag/Cum 8.12 1319.36 10713

2 PCC 1:4:8 Bag/Cum 3.40 220.62 750

3 300mm Block Masonary Bag/Cum 4.65 348.046 1618

4 200mm Block Masonary Bag/Sqmt 0.93 3118.960 2901

5 100mm Block Masonary Bag/Sqmt 0.10 214.080 22

6 6mm Plaster (1:4) Bag/Sqmt 0.06 526.120 29

7 12mm Plaster (1:6) Bag/Sqmt 0.07 979.560 71

8 18-20mm Plaster (1:6) Bag/Sqmt 0.11 3566.661 399

9 IPS 60mm th. In 1:2:4 Bag/Sqmt 0.48 993.192 477

10 Polished Kotah Stone (1:6) 40mm Bedding Bag/Sqmt 0.40 0

11 Block Making Bag/Sqmt 0.40 0

Total Qty Bags 16980

PROJECT MANAGER

Running Bill No.

Project Name: Township For CGPL at Mundra Running Bill No.- 3rd

Location: Mundra Period - 23/07/2011 to 31/08/2011

Date of Submission- 31/08/2011

For Reconcillation

Dia of bar {A } { B } { C } D= {B+C} E F G={E+F} H = A-D-G

8 76.35 49.826 7.379 57.205 0.000 0.000 19.14510 18.82 9.118 0.978 10.096 0.000 0.000 8.72412 5.9 2.812 0.264 3.076 0.000 0.000 2.82416 34.56 22.172 1.738 23.910 0.000 0.000 10.65020 31.59 23.864 3.895 27.759 0.000 0.000 3.83125 72.735 47.962 9.104 57.066 0.000 0.000 15.66928 4.92 2.434 0.629 3.063 0.000 0.000 1.857

Total qty 244.875 158.188 23.987 182.175 0.000 0.000 0.000 62.700For TRIANGLE CONSTRUCTION

PROJECT MANAGER

Total qty received up to 31.03.11( MT)

Total qty consumed

up to previous bill

( in MT ) Qty this bill

( in MT )

Cumalative qty consumed up to this bill

( in MT )

Total qty consumed up to previous bill ( in MT )

Qty this bill ( in MT )

Cumalative qty

consumed up to this bill ( in

MT ) Balance qty in Stock ( in MT)

of 1288 Door Farm

Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4th

Date of Submission 31/08/2011

Type B10

Item No Description of Item Unit No. Length Breadth Depth Quantity

Door Frame B10/G5

D1-Nr.Main Entry 1 2 2.100 0.125 0.050 0.031 1 1.000 0.125 0.050 0.01

D2-Bed,Kitchen,Study 4 2 2.100 0.125 0.050 0.114 1 0.900 0.125 0.050 0.02

D3-Toilet,Utility 4 2 2.100 0.125 0.050 0.114 1 0.750 0.125 0.050 0.02

D4-Living room 1 3 2.100 0.125 0.050 0.041 1 1.800 0.125 0.050 0.011 1 0.400 0.125 0.050 0.00

Total Qty. G5 0.35G8, G9 & G12 same as G5 0.35 4 1.4Door Frame B10/G5

D1-Nr.Main Entry 1 2 2.100 0.125 0.050 0.03

Total Quantity

Providing & fixing in position door and window frame, including grooves on both sides and 2 rebates for on frame, made from best quality selected well seasoned Sal wood including smoothening, sand papering, making the edges rounded fixing the same using a

of 1288 Door Farm

Item No Description of Item Unit No. Length Breadth Depth Quantity Total

Quantity 1 1 1.000 0.125 0.050 0.01

D2-Bed,Kitchen,Study 4 2 2.100 0.125 0.050 0.114 1 0.900 0.125 0.050 0.02

D3-Toilet,Utility 4 2 2.100 0.125 0.050 0.114 1 0.750 0.125 0.050 0.02

D4-Living room 1 3 2.100 0.125 0.050 0.041 1 1.800 0.125 0.050 0.011 1 0.400 0.125 0.050 0.00

Total Qty. G5 0.35G6, G10 & G11 same as G12 0.35 4 1.4

Total Cu.Mt. 2.80

PROJECT MANAGER

of 1288 Platform

Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4thLocation: Mundra Period

Type B10

Kitchen Plat form at G8 1 1 3.150 3.15

1 1 2.200 2.20

Total of G8 R.Mt. 5.35G6, G7 & G5 same as G8 5.35 4 21.40

PROJECT MANAGER

23/07/2011 to 31/08/2011

Item No

Total Quantity

Providing & laying sandwich platform of maximum 700mm width a) Sandwich type platform of top stone as 18 mm thick Granite of approved shade and sample and bottom stone as 25 mm thick single side polished kota with 25 mm thick screed of cement mortar

triangle construction 4th r.a. bill for township ii

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