triangle construction 4th r.a. bill for township ii
TRANSCRIPT
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
Page 1209 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
1.01
Cu.Mt. 4810.09 88.78 427039.79 1738.00 0.00 1738.00 154299.64 0.00 154299.64
1.10
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.
Upto Previous
Bill
Up to Previous
Bill
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).
Page 1210 of 1288 ABSTRACT SHEET
Description Unit
Contract Quantity(Package-7) Amount
Rate Amount This Bill Total This Bill Total
Tender Item
No.BOQ QTY.
Upto Previous
Bill
Up to Previous
Bill
1.14
Cu.Mt 1379.90 53.08 73245.09 1738.00 0.00 1738.00 92253.04 0.00 92253.04
1.15
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
2.01
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
2.09
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
Page 1211 of 1288 ABSTRACT SHEET
Description Unit
Contract Quantity(Package-7) Amount
Rate Amount This Bill Total This Bill Total
Tender Item
No.BOQ QTY.
Upto Previous
Bill
Up to Previous
Bill
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
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
3.01
3.01a
Sq.Mt. 12066.09 285.64 3446557.95 7887.92 1296.01 9183.93 2253105.47 370190.95 2623296.42Sectoin:4 Masonry works
4.09
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
Page 1212 of 1288 ABSTRACT SHEET
Description Unit
Contract Quantity(Package-7) Amount
Rate Amount This Bill Total This Bill Total
Tender Item
No.BOQ QTY.
Upto Previous
Bill
Up to Previous
Bill
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
5.01
Cum 9.17 86391.63 792,211.25 2.80 2.80 0.00 241896.56 241896.56
7.01c
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.
Page 1213 of 1288 ABSTRACT SHEET
Description Unit
Contract Quantity(Package-7) Amount
Rate Amount This Bill Total This Bill Total
Tender Item
No.BOQ QTY.
Upto Previous
Bill
Up to Previous
Bill
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
9.44
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
Page 1214 of 1288 ABSTRACT SHEET
Description Unit
Contract Quantity(Package-7) Amount
Rate Amount This Bill Total This Bill Total
Tender Item
No.BOQ QTY.
Upto Previous
Bill
Up to Previous
Bill
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
For TRIANGLE CONSTRUCTION
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
Page 1215 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
For TRIANGLE CONSTRUCTION
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
Page 1216 of 1288 Anti-termite 1.15
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
1.15
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
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
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
Page 1217 of 1288 Anti-termite 1.15
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
Total qty of G6 Cumt. 89.64
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
B10 Type G2, G3, G7, G10 & G11is same is G6
Page 1218 of 1288 PCC 2.01
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
2.01
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
Total qty of G5 Cumt. 3.37
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
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 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
Page 1219 of 1288 PCC 2.01
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1220 of 1288 PCC 2.01
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1221 of 1288 PCC 2.01
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
B10 Type G7, G10 & G11is same is G6
Page 1222 of 1288 RCC and Shuttering
TRIANGLE CONSTRUCTION
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
Description of Item Unit No. Length Breadth Depth Quantity
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
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 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.
Page 1223 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
1 1 0.81 1.00 0.81
11 0.41 1.00 0.41
Total qty of G2 Cumt. 19.55
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
G5
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.
Page 1224 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
C5 2 1 0.30 0.90 1.11 0.60C9A 1 1 0.20 0.40 1.26 0.10
Total qty of G5 Cumt. 2.14
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
C11 1 1 0.200 0.400 1.26 0.10Total qty of G6 Cumt. 2.53
2.53 4.00 10.12
G1
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
Total qty of G1 Cumt. 2.31
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.
Page 1225 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
C11 1 1 0.200 0.400 1.36 0.11Total qty of G2 Cumt. 2.78
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 G4, G13 & G16 is same to G1
B10 Type G3, G14 & G15 is same is G2
Page 1226 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G1 Cumt. 14.65
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
B10 Type G4, G5, G8, G9, G12, G16 & G13 is same to G1
Page 1227 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1228 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
C11 1 1 0.200 0.400 0.600 0.05Total qty of G2 Cumt. 16.84
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
Total qty of G5 Cumt. 3.78
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
B10 Type G1, G4, G8, G9, G12, G13 & G16 is same to G5
Page 1229 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
C11 1 1 0.200 0.400 2.165 0.17Total qty of G6 Cumt. 4.39
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
B10 Type G2, G3, G7, G10, G11, G14 & G15 is same is G6
Chhaja
Page 1230 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Chhaja
Chhaja
Chhaja
B10 Type G1, G4, G8, G9, G12 & G13 is same to G5
Page 1231 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Chhaja
Chhaja
B10 Type G2, G3, G6, G7 & G11 is same to G10
Page 1232 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1233 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G6 Cumt. 27.11
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
Page 1234 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1235 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
B6C 2 1 3.100 0.300 0.450 0.84B17 1 1 5.000 0.200 0.450 0.45
For Column with slab
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
Total qty of G5 Cumt. 10.91
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
B10 Type G8, G9 & G12 is same to G5
Page 1236 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G6 Cumt. 10.67
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
B10 Type G7, G10 & G11 is same is G6
Concrete for column Above First floor up to Lintel level F3
Page 1237 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
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
Page 1238 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For Column with slab
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
Page 1239 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1240 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
G5
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 Type G3, G6, G7, G10, G11, G14 & G15 is same is G2
C1
B10 Type G4, G5, G8, G9, G12, G13 & G16 is same to G1
B10-Shuttering for pedestal up to Plinth beam bottom P.L. 4.60 Mt.
Page 1241 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
B10 Type G8, G9 & G12 is same to G5
Page 1242 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
Total qty of G6 35.10
35.10 4.00 140.40
G1
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
Total qty of G1 29.08
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 Type G7, G10 & G11 is same is G6
B10-Shuttering for pedestal up to Plinth beam bottom P.L. 4.70 Mt.
B10 Type G4, G13 & G16 is same to G1
Page 1243 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G2 35.10
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
B10 Type G3, G14 & G15 is same is G2
Page 1244 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1245 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
C9A 2 1 0.200 0.600 0.242 1 0.400 0.600 0.48
Total qty of G1 134.80
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
Page 1246 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1247 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G2 150.30
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
Total qty of G5 46.78
B10 Type G3, G6, G7, G10, G11,G15 & G14 is same is G2
Page 1248 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G6 59.95
59.95 8.00 479.60
Shuttering for Ground floor Slab - G6
B10 Type G1, G4, G8, G9, G12, G13 & G16 is same to G5
B10 Type G2, G3, G7, G10, G11, G14 & G15 is same is G6
Page 1249 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1250 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1251 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For Column with slab
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
Page 1252 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
C11 1 2 0.200 0.450 0.181 2 0.400 0.450 0.36
Total qty of G6 194.30
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
B10 Type G2, G3, G7, G10 & G11 is same is G6
2nd Flight Steps
Page 1253 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
Column C9 1 2 0.200 0.900 0.361 2 0.400 0.900 0.72
Total qty of G6 30.43
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
B10 Type G2, G3, G7, G10 & G11 is same is G6
Page 1254 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Total qty of G6 27.08
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
Page 1255 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For Column with slab
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
Page 1256 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1257 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Chhaja
Chhaja
Page 1258 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Chhaja
B10 Type G1, G4, G8, G9, G12 & G13 is same to G5
Page 1259 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1260 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Chhaja
B10 Type G2, G3, G6, G7 & G11 is same to G10
Page 1261 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1262 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1263 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1264 of 1288 RCC and Shuttering
Description of Item Unit No. Length Breadth Depth Quantity Item No
Total Quantity
For Column with slab
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
B10 Type F4 is same to F3
Page 1265 of 1288 Block Masonry
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
4.09
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
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 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.
Page 1266 of 1288 Block Masonry
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
Page 1267 of 1288 Block Masonry
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
Page 1268 of 1288 Block Masonry
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
Foundation 600mm 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
Foundation 300mm Wall
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
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=2.18mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=2.18mt., Height=1.02mt.
Page 1269 of 1288 Block Masonry
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
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Page 1270 of 1288 Block Masonry
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
Page 1271 of 1288 Block Masonry
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
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=2.18mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=2.18mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Page 1272 of 1288 Block Masonry
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
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Page 1273 of 1288 Block Masonry
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=1.73mt., Height=1.02mt.
Page 1274 of 1288 Plastring
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
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
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 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.
Page 1275 of 1288 Plastring
Description of Item Unit No. Length Breadth Depth Quantity Item No
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.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=4.11mt., Height=1.19mt.
Page 1276 of 1288 Plastring
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1277 of 1288 Plastring
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=4.11mt., Height=1.19mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=4.11mt., Height=1.19mt.
Area of Triangle = [ { ( base x perpendicualr height)/2)x2}] Base=5.1mt., Height=1.19mt.
Page 1278 of 1288 Plastring
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1279 of 1288 Plastring
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
Page 1280 of 1288 Water supply
TRIANGLE CONSTRUCTION
Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4thLocation: Mundra Period
Date of Submission 31/08/2011Name of Contractor: TRTIANGLE CONSTRUCTIONWork Order No.: 6300001044
Type B10
Description of Item Unit No. Length Breadth Depth Quantity
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
Doc. No. : TC/CGPL/11-12 /RA-4 Date: 31/08/2011
23/07/2011 to 31/08/2011
Name of Owner: M/s Coastal Gujarat Power Limited
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
Page 1281 of 1288 Water supply
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1282 of 1288 Water supply
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
Page 1283 of 1288 Water supply
Description of Item Unit No. Length Breadth Depth Quantity Item No
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
For TRIANGLE CONSTRUCTION
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
TRIANGLE CONSTRUCTION
Measurement Sheet
Project Name: Township For CGPL at Mundra 4th
Location: Mundra Period 22/07/2011 to 31/08/2011
Date of Subm1/9/2011
Name of Contractor: TRTIANGLE CONSTRUCTION
Work Order No.: 6300001044
Type B10
Work Order No.: 6300001044
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
Doc. No. : TC/CGPL/11-12 /RA-4 Date: 31/08/2011
Running Bill No.
Name of Owner: M/s Coastal Gujarat Power Limited
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
Name of Contractor: TRTIANGLE CONSTRUCTION
Work Order No.: 6300001044
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
Name of Owner: M/s Coastal Gujarat Power Limited
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)
Page 1286 of 1288 Door Farm
TRIANGLE CONSTRUCTION
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
Item No Description of Item Unit No. Length Breadth Depth Quantity
5.01
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
Doc. No. : TC/CGPL/11-12 /RA-4 Date: 31/08/2011
Name of Owner: M/s Coastal Gujarat Power Limited
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
Page 1287 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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
Page 1288 of 1288 Platform
TRIANGLE CONSTRUCTION
Measurement SheetProject Name: Township For CGPL at Mundra Running Bill No. 4thLocation: Mundra Period
Date of Submission 31/08/2011Name of Contractor: TRTIANGLE CONSTRUCTIONWork Order No.: 6300001044
Type B10
Description of Item Unit No. Length Breadth Depth Quantity
9.44
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
For TRIANGLE CONSTRUCTION
PROJECT MANAGER
Doc. No. : TC/CGPL/11-12 /RA-4 Date: 31/08/2011
23/07/2011 to 31/08/2011
Name of Owner: M/s Coastal Gujarat Power Limited
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