budget based on villa type b

7/25/2019 Budget Based on Villa Type b

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COST BUDGETCONSTRUCTION OF SAFARI VILLAS TYPE - B (GREY STRUCTURE)

BAHRIA TOWN GARDEN CITY

BUILT-UP FLOOR AREA = 5916 SFT

S.NO DESCRIPTION UNIT QUANTITY

LABOR (A) MACHINERY (B) MATERIAL (C)

RATE (Rs) AMOUNT (Rs) %

TOTAL COST UNIT COST TOTAL COST

CONCRETE FRAME STRUCTURE WORKS

1) EXCAVATION WORKS

1.1

Cft 13,228.00 0.85 11,243.80 0.07 925.96 12,169.76 0.95 12,566.60 - - 1.87 24,736.36 0.52%

1.2

Cft 12,338.00 1.15 14,188.70 0.09 1,110.42 15,299.12 2.80 34,546.40 - - 4.04 49,845.52 1.05%

COST OF EXCAVATION WORKS RS 25,432.50 2,036.38 27,468.88 47,113.00 - 74,581.88 1.58%

COST PER SFTRS 4.30 0.34 4.64 7.96 - 12.61

2) CONCRETE WORKS

2.1a

Cft 866.29 10.62 9,200.00 0.85 736.35 9,936.35 3.75 3,248.59 64.50 55,875.71 79.72 69,060.64 1.46%

2.1b

Cft 644.63 10.62 6,845.97 0.85 547.94 7,393.91 3.75 2,417.36 64.50 41,578.64 79.72 51,389.90 1.09%

2.2

2.2.1 Raft and Column Footing ( 3,000 PSI ) Cft 2,703.76 8.85 23,928.28 0.90 2,433.38 26,361.66 7.10 19,196.70 104.76 283,245.90 121.61 328,804.25 6.95%

2.2.2 Retaining Wall ( 3,000 PSI ) Cft - 8.85 - 0.90 - - 7.10 - - - 16.85 - -

2.2.3 Columns ( 3,750 PSI ) Cft 574.00 8.85 5,079.90 0.90 516.60 5,596.50 7.10 4,075.40 113.84 65,344.16 130.69 75,016.06 1.59%

2.2.4 Slabs ( 3,000 PSI ) Cft 2,644.23 8.85 23,401.44 0.90 2,379.81 25,781.25 7.10 18,774.03 102.76 271,721.07 119.61 316,276.35 6.68%

2.2.5 Lintels & Beams ( 3,000 PSI ) Cft 1,732.89 8.85 15,336.08 0.90 1,559.60 16,895.68 7.10 12,303.52 102.76 178,071.78 119.61 207,270.97 4.38%

7,654.88

COST OF CONCRETE WORKS RS 83,791.67 8,173.68 91,965.35 60,015.60 895,837.26 1,047,818.17 22.14%

COST PER SFT RS 14.16 1.38 15.55 10.14 151.43 177.12

3) STEEL

3.1 Column Footing Kg 6,099.68 3.10 18,909.01 0.20 1,219.94 20,128.95 0.40 2,439.87 55.00 335,482.40 58.70 358,051.22 7.57%

3.2 Retaining Wall Kg - - - - - - - - - - - - -

3.3 Kg 3,133.86 3.10 9,714.97 0.20 626.77 10,341.74 0.40 1,253.54 55.00 172,362.30 58.70 183,957.58 3.89%

3.4 Slabs Kg - - - - - - - - - - - - -

3.5 Slab, Lintels & Beams Kg 14,785.91 3.10 45,836.32 0.20 2,957.18 48,793.50 0.40 5,914.36 55.00 813,225.05 58.70 867,932.92 18.34%

24,019.45

KG/M3 110.76

COST OF REINFORCEMENT WORKS RS 74,460.30 4,803.89 79,264.19 9,607.77 1,321,069.75 1,409,941.72 29.79%

COST PER SFT RS 12.59 0.81 13.40 1.62 223.30 238.33

4) FORMWORK

4.1 Raft & Column Footing Sft 217.73 13.51 2,941.53 1.07 232.97 3,174.50 0.51 111.04 8.30 1,807.16 23.39 5,092.70 0.11%

4.2 Retaining Wall Sft - - - 1.07 - - 0.51 - - - - - 0.00%

4.3 Columns Sft 3,491.44 13.51 47,169.35 1.07 3,735.84 50,905.19 0.51 1,780.63 24.00 83,794.56 39.09 136,480.39 2.88%4.4 Slabs Sft 5,979.61 13.51 80,784.53 1.07 6,398.18 87,182.71 0.51 3,049.60 24.00 143,510.64 39.09 233,742.95 4.94%

4.5 Lintels & Beams Sft 6,849.44 13.51 92,535.93 1.07 7,328.90 99,864.83 0.51 3,493.21 14.20 97,262.05 29.29 200,620.10 4.24%

16,538.22

M2/M3 7.09 135.00

COST OF FORMWORK RS 223,431.34 17,695.89 241,127.23 8,434.48 326,374.41 575,936.14 12.17%

COST PER SFT RS 37.77 2.99 40.76 1.43 55.17 97.35

7)

Sft 5,372.79 0.75 4,029.59 0.06 322.37 4,351.96 - - 2.66 14,291.62 3.47 18,643.58 0.39%

ANTI-TERMITE WORKS RS 4,029.59 322.37 4,351.96 - 14,291.62 18,643.58 0.39%

COST PER SFT RS 0.68 0.05 0.74 - 2.42 3.15

6)Water Proofing as specified Sft 1,894.94 14.00 26,529.16 1.12 2,122.33 28,651.49 - - 56.00 106,116.64 71.12 134,768.13 2.85%

WATERPROOFING WORKS RS 26,529.16 2,122.33 28,651.49 - 106,116.64 134,768.13 2.85%

COST PER SFT RS 4.48 0.36 4.84 - 17.94 22.78

11) OTHER WORKS

11.01 Overhead water tank concrete Cft 147.39 8.85 1,304.40 0.90 132.65 1,437.05 7.10 1,046.47 104.76 15,440.58 121.61 17,924.10 0.38%

11.02 Overhead water tank reinforcement Kg 558.66 3.10 1,731.85 0.20 111.73 1,843.58 0.30 167.60 56.00 31,284.96 59.60 33,296.14 0.70%

11.03 Overhead water tank formwork Sft 450.00 13.51 6,079.50 1.07 481.50 6,561.00 0.51 229.50 8.30 3,735.00 23.39 10,525.50 0.22%

11.04 PVC waterstop for OHWT Rft 20.00 25.00 500.00 0.18 3.60 503.60 - - 165.00 3,300.00 190.18 3,803.60 0.08%

11.05 Manhole cover and insulation for OHWT Set 1.00 200.00 200.00 5.77 5.77 205.77 - - 2,500.00 2,500.00 2,705.77 2,705.77 0.06%

11.06 Underground watertank concrete Cft 96.05 8.85 850.04 0.90 86.45 936.49 7.10 681.96 104.76 10,062.20 121.61 11,680.64 0.25%

DIRECT UNIT

COST

DIRECT TOTAL

COST

INDIRECT

UNIT COST

INDIRECT

TOTAL COST

DIRECT &

INDIRECT TOTAL

COST

UNIT

COST

Excavation in hard soil upto 1.5 m depth to obtain earth for

embankments or to clear building sites etc.

Earth Filling in area where required in 150 mm layers, borrow from

other site and fill according to requirement and as directed by the

engineer incharge.

Laying 3" Thick (PCC 1:4:8) of cement concrete using crushed or broken

stone graded in foundation as specified.



Providing and Placing reinforced cement concrete in different Grades

using crushed or broken stone graded as specified in specificatins.

Cutting, Bending & Fixing of Steel as per drawing as directed by

engineer incharge.

Columns @ 5.454 KG/CFT

Providing, Fixing & Removal of formwork with good quality & smooth

surface of concrete after removal, complete in all respect or as

directed by the engineer incharge.

Termite Proofing in area where required with approved material from

main contractor, according to requirement and as directed by the

engineer incharge.
mailto:Columns@%205.454%20KG/CFTmailto:Columns@%205.454%20KG/CFT


2/26

11.07 Underground watertank reinforcement Kg 325.00 3.10 1,007.50 0.20 65.00 1,072.50 0.30 97.50 56.00 18,200.00 59.60 19,370.00 0.41%

11.08 Underground watertank formwork Sft 432.00 13.51 5,836.32 1.07 462.24 6,298.56 0.51 220.32 8.30 3,585.60 23.39 10,104.48 0.21%

11.09 PVC waterstop for UGWT Rft 28.00 25.00 700.00 0.18 5.04 705.04 - - 165.00 4,620.00 190.18 5,325.04 0.11%

11.10Waterproofing for UGWT wall (with Bitumen) Sft 140.00 28.00 3,920.00 2.04 285.60 4,205.60 0.17 23.80 5.33 746.20 35.54 4,975.60 0.11%

11.11 Gully trap (2 Nos) & Manhole (1 No) Cft 73.50 15.00 1,102.50 1.20 88.20 1,190.70 0.17 12.50 85.00 6,247.50 101.37 7,450.70 0.16%

11.14 Boundary wall RCC Cft 210.00 8.85 1,858.50 0.90 189.00 2,047.50 7.10 1,491.00 104.76 21,999.60 121.61 25,538.10 0.54%

11.15 Boundary wall Lean Concrete Cft 92.00 8.85 814.20 0.90 82.80 897.00 7.10 653.20 104.76 9,637.92 121.61 11,188.12 0.24%

11.17 PCC (1:4:8) for walkway Cft 184.92 10.62 1,963.85 0.85 157.18 2,121.03 3.95 730.43 64.50 11,927.34 79.92 14,778.81 0.31%

COST OF OTHER WORKS RS 27,868.66 2,156.76 30,025.42 5,354.28 143,286.90 178,666.60 3.78%

COST PER SFT RS 4.71 0.36 5.08 0.91 24.22 30.20

COST OF CONCRETE FRAME STRUCTURE WORKS RS 465,543.22 37,311.30 502,854.52 130,525.13 2,806,976.58 3,440,356.22 72.69%

COST PER SFT RS 78.69 6.31 85.00 22.06 474.47 581.53

5) BLOCK WORK

Cft 4,053.55 13.43 54,439.18 1.07 4,337.30 58,776.48 0.20 810.71 50.33 204,015.17 65.03 263,602.36 5.57%

8) Plaster works

Sft 15,156.29 8.50 128,828.47 0.68 10,306.28 139,134.75 0.20 3,031.26 8.01 121,401.88 17.39 263,567.88 5.57%

BLOCKWORKS & PLASTERING WORKS RS 183,267.65 14,643.58 197,911.23 3,841.97 325,417.05 527,170.24 11.14%

COST PER SFT RS 30.98 2.48 33.45 0.65 55.01 89.11

9) EMBEDDED ITEMS FOR ELECTRICAL WORKSSft 5,916.00 5.33 31,532.28 0.55 3,253.80 34,786.08 0.30 1,774.80 63.53 375,843.48 69.71 412,404.36 8.71%

10) EMBEDDED ITEMS FOR PLUMBING WORKS Sft 5,916.00 5.07 29,994.12 0.53 3,135.48 33,129.60 0.27 1,597.32 44.50 263,262.00 50.37 297,988.92 6.30%

COST OF ELECTRICAL & PLUMBING WORKS RS 61,526.40 6,389.28 67,915.68 3,372.12 639,105.48 710,393.28 15.01%

COST PER SFT RS 41,991.77 10.40 1.08 11.48 0.57 108.03 120.08

11) OTHER WORKS

11.12 Plastering of Tank and Manholes Sft 383.00 8.50 3,255.50 0.68 260.44 3,515.94 0.17 65.11 8.00 3,064.00 17.35 6,645.05 0.14%

11.13 Boundary wall brickwork Cft 420.00 13.00 5,460.00 1.04 436.80 5,896.80 0.17 71.40 8.01 3,364.20 22.22 9,332.40 0.20%

11.16 Boundary wall Plastering Sft 2,240.00 8.50 19,040.00 0.68 1,523.20 20,563.20 0.17 380.80 8.01 17,942.40 17.36 38,886.40 0.82%

COST OF OTHER WORKS RS 27,755.50 2,220.44 29,975.94 517.31 24,370.60 54,863.85 1.16%

COST PER SFT RS 4.69 0.38 5.07 0.09 4.12 9.27

OTHER ASSOCIATED WORK FOR GREY STRUCTURE WORKSRS 272,549.55 23,253.30 295,802.85 7,731.40 988,893.13 1,292,427.37 27.31%

COST PER SFT RS 46.07 3.93 50.00 1.31 167.16 218.46

COST OF CONCRETE FRAME STRUCTURE WORKS (A) : 465,543.22 37,311.30 502,854.52 130,525.13 2,806,976.58 3,440,356.22 72.69%

COST PER SFT 78.69 6.31 85.00 22.06 474.47 581.53

OTHER ASSOCIATED WORK FOR GREY STRUCTURE WORKS (B) : 272,549.55 23,253.30 295,802.85 7,731.40 988,893.13 1,292,427.37 27.31%

COST PER SFT 46.07 3.93 50.00 1.31 167.16 218.46

Covered Area (Sft) 5,916.00 5,916.00 5,916.00 5,916.00 5,916.00 5,916

TOTAL COST (A+B) : 738,093 60,565 798,657 138,257 3,795,870 4,732,784 100.00%

COST PER SFT 124.76 10.24 135.00 23.37 641.63 800.00

ADD: CONTINGENCIES FOR ANY OTHER COST - - - - - - 0.00%

TOTAL BUDGETED COST PER SFT: 124.76 10.24 135.00 23.37 641.63 800.00 800.00

% OF BUDGETED COST : 15.60% 1.28% 16.88% 2.92% 80.20% 100.00%

DIRECT LABOUR TOTAL LABOUR MACHINERY MATERIAL TOTAL AMOUNT

(A) (B) (A+B) (C) (D) (A+B+C+D)

TOTAL CONTRACT COST : 73,808,016 6,057,984 79,866,000 13,825,692 379,588,308 473,280,000

TOTAL BUDGETED COST : 57,272,796 6,057,984 63,330,780 12,595,164 379,588,308 455,514,252

POSSIBLE COST SAVING : 16,535,220 - 16,535,220 1,230,528 - 17,765,748

OTHER ASSOCIATED WORK FOR GREY

STRUCTURE

Laying Block Work (8" x 8" x 16" & 4" x 8" x 16") in Cement Sand

Mortar (1:4) In Super Structure , including form work, curing etc

complete in all respect or as directed by the engineer incharge.

Applying 13mm thick cement and sand plaster (1:4) to be trowelled

smooth with steel trowel to brick or block wall,as Directed by the

engineer incharge.

INDIRECTLABOUR


3/26




S.NO DESCRIPTION UNIT QUANTITY LABOR (A) MACHINERY (B) MATERIAL (C) RATE (Rs) AMOUNT (Rs)

%



1) EXCAVATION WORKS

1.1

Cft 13,228.00 0.85 11,243.80 0.07 925.96 12,169.76 0.95 12,566.60 - - 1.87 24,736.36 0.52%

1.2

Cft 12,338.00 1.15 14,188.70 0.09 1,110.42 15,299.12 2.80 34,546.40 - - 4.04 49,845.52 1.05%


COST PER SFT RS 4.30 0.34 4.64 7.96 - 12.61

2) CONCRETE WORKS

2.1a

Cft 866.29 10.62 9,200.00 0.85 736.35 9,936.35 3.75 3,248.59 64.50 55,875.71 79.72 69,060.64 1.46%

2.1b

Cft 644.63 10.62 6,845.97 0.85 547.94 7,393.91 3.75 2,417.36 64.50 41,578.64 79.72 51,389.90 1.09%

2.2


2.2.2 Retaining Wall ( 3,000 PSI ) Cft - - - - - - - - - - - - -

2.2.3 Columns ( 3,750 PSI ) Cft 574.00 8.85 5,079.90 0.71 407.54 5,487.44 7.08 4,063.92 113.84 65,344.16 130.48 74,895.52 1.58%

2.2.4 Slabs ( 3,000 PSI ) Cft 2,644.23 8.85 23,401.44 0.71 1,877.40 25,278.84 7.08 18,721.15 102.76 271,721.07 119.40 315,721.06 6.67%


7,654.88


COST PER SFT RS 14.16 1.14 15.30 10.12 151.43 176.84

3) STEEL



3.3 Kg 3,133.86 2.56 8,022.68 0.20 626.77 8,649.45 0.40 1,253.54 55.00 172,362.30 58.16 182,265.30 3.85%

3.4 Slabs Kg - - - - - - - - - - - - -3.5 Slab, Lintels & Beams Kg 14,785.91 2.56 37,851.93 0.20 2,957.18 40,809.11 0.40 5,914.36 55.00 813,225.05 58.16 859,948.53 18.17%

24,019.45

KG/M3 110.76


COST PER SFT RS 10.39 0.81 11.21 1.62 223.30 236.13

4) FORMWORK


4.2 Retaining Wall Sft - - - - - - - - - - - - 0.00%

4.3 Columns Sft 3,491.44 12.50 43,643.00 1.00 3,491.44 47,134.44 0.20 698.29 16.80 58,656.19 30.50 106,488.92 2.25%4.4 Slabs Sft 5,979.61 12.50 74,745.13 1.00 5,979.61 80,724.74 0.20 1,195.92 9.80 58,600.18 23.50 140,520.84 2.97%


16,538.22 3,307.65

M2/M3 7.09


COST PER SFT RS 34.94 2.80 37.74 1.12 31.45 69.75

7)

Sft 5,372.79 0.75 4,029.59 0.06 322.37 4,351.96 - - 2.66 14,291.62 3.47 18,643.58 0.39%

ANTI-TERMITE WORKS RS 4,029.59 322.37 4,351.96 - 14,291.62 18,643.58 0.39%

COST PER SFT RS 0.68 0.05 0.74 - 2.42 3.15



COST PER SFT RS 4.48 0.36 4.84 - 17.94 22.78

11) OTHER WORKS

11.01 Overhead water tank concrete Cft 147.39 8.85 1,304.40 0.71 104.65 1,409.05 7.08 1,043.52 104.76 15,440.58 121.40 17,893.15 0.38%






11.07 Underground watertank reinforcement Kg 325.00 2.56 832.00 0.20 65.00 897.00 0.30 97.50 56.00 18,200.00 59.06 19,194.50 0.41%

11.08 Underground watertank formwork Sft 432.00 12.50 5,400.00 1.00 432.00 5,832.00 0.17 73.44 8.80 3,801.60 22.47 9,707.04 0.21%

11.09 PVC waterstop for UGWTRft 28.00 2.20 61.60 0.18 5.04 66.64 - - 165.00 4,620.00 167.38 4,686.64 0.10%

11.10Waterproofing for UGWT wall (with Bitumen) Sft 140.00 0.56 78.40 0.04 5.60 84.00 0.17 23.80 5.33 746.20 6.10 854.00 0.02%


11.14 Boundary wall RCC Cft 210.00 8.85 1,858.50 0.71 149.10 2,007.60 7.08 1,486.80 104.76 21,999.60 121.40 25,494.00 0.54%


11.17 PCC (1:4:8) for walkway Cft 184.92 10.62 1,963.85 0.85 157.18 2,121.03 3.95 730.43 64.50 11,927.34 79.92 14,778.81 0.31%


COST PER SFT RS 3.62 0.29 3.91 0.85 24.29 29.06

COST OF CONCRETE FRAME STRUCTURE WORKSRS 429,437.25 34,253.83 463,691.08 128,242.05 2,667,122.34 3,255,747.82 68.79%

COST PER SFT RS 72.59 5.79 78.38 83.00 21.68 450.83 550.33

5) BLOCK WORK

Cft 4,053.55 13.43 54,439.18 1.07 4,337.30 58,776.48 0.20 810.71 50.33 204,015.17 65.03 263,602.36 5.57%

8) Plaster works

Sft 15,156.29 8.50 128,828.47 0.68 10,306.28 139,134.75 0.20 3,031.26 8.01 121,401.88 17.39 263,567.88 5.57%


COST PER SFT RS 30.98 2.48 33.45 0.65 55.01 89.11

9) EMBEDDED ITEMS FOR ELECTRICAL WORKSSft 5,916.00 6.83 40,406.28 0.55 3,253.80 43,660.08 0.30 1,774.80 63.53 375,843.48 71.21 421,278.36 8.90%



COST PER SFT RS 13.40 1.08 14.48 0.57 108.03 123.08

11) OTHER WORKS


11.13 Boundary wall brickwork Cft 420.00 13.00 5,460.00 1.04 436.80 5,896.80 0.17 71.40 8.01 3,364.20 22.22 9,332.40 0.20%

11.16 Boundary wall Plastering Sft 2,240.00 8.50 19,040.00 0.68 1,523.20 20,563.20 0.17 380.80 8.01 17,942.40 17.36 38,886.40 0.82%


COST PER SFT RS 4.69 0.38 5.07 0.09 4.12 9.27


COST PER SFT RS 49.07 3.93 53.00 52.00 1.31 167.16 221.46


COST PER SFT 72.59 5.79 78.38 83.00 21.68 450.83 550.33

290,297.55 23,253.30 313,550.85 7,731.40 988,893.13 1,310,175.37 27.68%

COST PER SFT 49.07 3.93 53.00 52.00 1.31 167.16 221.46

Covered Area (Sft) 5,916.00 5,916.00 5,916.00 5,916.00 5,916.00 5,916

TOTAL COST (A+B) : 719,735 57,507 777,242 135,973 3,656,015 4,565,923 96.47%

COST PER SFT 121.66 9.72 131.38 22.98 617.99 771.79

ADD: CONTINGENCIES FOR ANY OTHER COST 2.70 0.36 3.05 1.99 22.59 28.21 3.53%

TOTAL BUDGETED COST : 124.36 10.08 134.43 24.97 640.57 799.98 800.00

% OF BUDGETED COST : 15.54% 1.26% 16.80% 3.12% 80.07% 100.00%

DIRECT LABOUR TOTAL LABOUR MACHINERY MATERIAL TOTAL AMOUNT

(A) (B) (A+B) (C) (D) (A+B+C+D)

TOTAL CONTRACT COST : 73,568,690 5,960,892 79,529,581 14,774,645 378,963,668 473,280,000

TOTAL BUDGETED COST : - - - - - -

POSSIBLE COST SAVING : 73,568,690 5,960,892 79,529,581 14,774,645 378,963,668 473,280,000

DIRECT UNIT

COST

DIRECT TOTAL

COST

INDIRECT

UNIT COST

INDIRECT

TOTAL COST

DIRECT &

INDIRECT

TOTAL COST

UNIT

COST





engineer incharge.








engineer incharge.







engineer incharge.


STRUCTURE






engineer incharge.

OTHER ASSOCIATED WORK FOR GREY STRUCTURE WORKS

(B) :

INDIRECTLABOUR


4/26




S.NO DESCRIPTION UNIT QUANTITY

LABOR (A) MACHINERY (B) MATERIAL (C)

RATE (Rs) AMOUNT (Rs) %



1) EXCAVATION WORKS

1.1

Cft 13,228.00 0.48 6,349.44 0.07 925.96 7,275.40 0.95 12,566.60 - - 1.50 19,842.00 0.44%

1.2

Cft 12,338.00 - - 0.09 1,110.42 1,110.42 1.80 22,208.40 - - 1.89 23,318.82 0.51%


COST PER SFT RS 1.07 0.34 1.42 5.88 - 7.30

2) CONCRETE WORKS

2.1a

Cft 866.29 4.00 3,465.16 0.85 736.35 4,201.51 3.75 3,248.59 64.50 55,875.71 73.10 63,325.80 1.39%

2.1b

Cft 644.63 4.00 2,578.52 0.85 547.94 3,126.46 3.75 2,417.36 64.50 41,578.64 73.10 47,122.45 1.03%

2.2


2.2.2 Retaining Wall ( 3,000 PSI ) Cft - 4.00 - 0.90 - - 7.10 - - - 12.00 - -

2.2.3 Columns ( 3,750 PSI ) Cft 574.00 4.00 2,296.00 0.90 516.60 2,812.60 7.10 4,075.40 113.84 65,344.16 125.84 72,232.16 1.59%

2.2.4 Slabs ( 3,000 PSI ) Cft 2,644.23 4.00 10,576.92 0.90 2,379.81 12,956.73 7.10 18,774.03 102.76 271,721.07 114.76 303,451.83 6.66%


7,654.88


COST PER SFT RS 6.20 1.38 7.58 10.14 151.43 169.15

3) STEEL



3.3 Kg 3,133.86 2.50 7,834.65 0.20 626.77 8,461.42 0.40 1,253.54 55.00 172,362.30 58.10 182,077.27 4.00%

3.4 Slabs Kg - - - - - - - - - - - - -

3.5 Slab, Lintels & Beams Kg 14,785.91 2.50 36,964.78 0.20 2,957.18 39,921.96 0.40 5,914.36 55.00 813,225.05 58.10 859,061.37 18.86%

24,019.45

KG/M3 110.76


COST PER SFT RS 10.15 0.81 10.96 1.62 223.30 235.89

4) FORMWORK


4.2 Retaining Wall Sft - - - 1.07 - - 0.51 - - - - - 0.00%4.3 Columns Sft 3,491.44 10.00 34,914.40 1.07 3,735.84 38,650.24 0.51 1,780.63 24.00 83,794.56 35.58 124,225.44 2.73%

4.4 Slabs Sft 5,979.61 10.00 59,796.10 1.07 6,398.18 66,194.28 0.51 3,049.60 24.00 143,510.64 35.58 212,754.52 4.67%


16,538.22

M2/M3 7.09


COST PER SFT RS 27.96 2.99 30.95 1.43 55.17 87.54

7)

Sft 5,372.79 - - 0.06 322.37 322.37 - - 2.66 14,291.62 2.72 14,613.99 0.32%

ANTI-TERMITE WORKS RS - 322.37 322.37 - 14,291.62 14,613.99 0.32%

COST PER SFT RS - 0.05 0.05 - 2.42 2.47



COST PER SFT RS 1.92 0.36 2.28 - 17.94 20.22

11) OTHER WORKS

11.01 Overhead water tank concrete Cft 147.39 4.00 589.56 0.90 132.65 722.21 7.10 1,046.47 104.76 15,440.58 116.76 17,209.26 0.38%






11.07 Underground watertank reinforcement Kg 325.00 2.50 812.50 0.20 65.00 877.50 0.30 97.50 56.00 18,200.00 59.00 19,175.00 0.42%

11.08 Underground watertank formwork Sft 432.00 10.00 4,320.00 1.07 462.24 4,782.24 0.51 220.32 8.30 3,585.60 19.88 8,588.16 0.19%11.09 PVC waterstop for UGWT Rft 28.00 25.00 700.00 0.18 5.04 705.04 - - 165.00 4,620.00 190.18 5,325.04 0.12%

11.10Waterproofing for UGWT wall (with Bitumen) Sft 140.00 28.00 3,920.00 2.04 285.60 4,205.60 0.17 23.80 5.33 746.20 35.54 4,975.60 0.11%


11.14 Boundary wall RCC Cft 210.00 4.00 840.00 0.90 189.00 1,029.00 7.10 1,491.00 104.76 21,999.60 116.76 24,519.60 0.54%


11.17 PCC (1:4:8) for walkway Cft 184.92 4.00 739.68 0.85 157.18 896.86 3.95 730.43 64.50 11,927.34 73.30 13,554.64 0.30%


COST PER SFT RS 3.44 0.36 3.81 0.91 24.22 28.93

COST OF CONCRETE FRAME STRUCTURE WORKSRS 300,186.20 37,311.30 337,497.50 118,187.13 2,806,976.58 3,262,661.21 71.63%

COST PER SFT RS 50.74 6.31 57.05 19.98 474.47 551.50

5) BLOCK WORK

Cft 4,053.55 13.43 54,439.18 1.07 4,337.30 58,776.48 0.20 810.71 50.33 204,015.17 65.03 263,602.36 5.79%

8) Plaster works

Sft 15,156.29 8.50 128,828.47 0.68 10,306.28 139,134.75 0.20 3,031.26 8.01 121,401.88 17.39 263,567.88 5.79%


COST PER SFT RS 30.98 2.48 33.45 0.65 55.01 89.11

9) EMBEDDED ITEMS FOR ELECTRICAL WORKS Sft 5,916.00 5.33 31,532.28 0.55 3,253.80 34,786.08 0.30 1,774.80 63.53 375,843.48 69.71 412,404.36 9.05%



COST PER SFT RS 10.40 1.08 11.48 0.57 108.03 120.08

11) OTHER WORKS


11.13 Boundary wall brickwork Cft 420.00 13.00 5,460.00 1.04 436.80 5,896.80 0.17 71.40 8.01 3,364.20 22.22 9,332.40 0.20%11.16 Boundary wall Plastering Sft 2,240.00 8.50 19,040.00 0.68 1,523.20 20,563.20 0.17 380.80 8.01 17,942.40 17.36 38,886.40 0.85%


COST PER SFT RS 4.69 0.38 5.07 0.09 4.12 9.27


COST PER SFT RS 46.07 3.93 50.00 1.31 167.16 218.46


COST PER SFT 50.74 6.31 57.05 83.00 19.98 474.47 551.50 551.50

-

272,549.55 23,253.30 295,802.85 7,731.40 988,893.13 1,292,427.37 28.37%

COST PER SFT 46.07 3.93 50.00 52.00 1.31 167.16 218.47 218.46

Covered Area (Sft) 5,916.00 5,916.00 5,916.00 5,916.00 5,916.00 5,916

TOTAL COST (A+B) : 572,736 60,565 633,300 125,919 3,795,870 4,555,089 100.00%

COST PER SFT 96.81 10.24 107.05 21.29 641.63 769.97

ADD: CONTINGENCIES FOR ANY OTHER COST - - - - - - 0.00%

TOTAL BUDGETED COST PER SFT: 96.81 10.24 107.05 21.29 641.63 769.97 769.97

% OF BUDGETED COST : 12.57% 1.33% 13.90% 2.77% 83.33% 100.00%

DIRECT LABOUR INDIRECT LABOUR TOTAL LABOUR MACHINERY MATERIAL TOTAL AMOUNT

(A) (B) (A+B) (C) (D) (A+B+C+D)

TOTAL BUDGETED COST : 57,272,796 6,057,984 63,330,780 12,595,164 379,588,308 455,514,252

DIRECT UNIT

COSTDIRECT TOTAL COST

INDIRECT

UNIT COST

INDIRECT TOTAL

COST

DIRECT &

INDIRECT TOTAL

COST

UNIT

COST





engineer incharge.








engineer incharge.







engineer incharge.


STRUCTURE






engineer incharge.

OTHER ASSOCIATED WORK FOR GREY STRUCTURE WORKS

(B) :


5/26

BOQ I!"-03

RATE ANALYSIS OF 400 !00 !00 "" T#$%& 'o%& "ao*r+.

S.No ETAILS-*$t Rate er 100 S

/t+ Rate er *$t

"ATERIA

123.75 Nos Rs. 29.00 P.No.

Mortar Reu!re" #or 100 $FT %lo&' (or' 10.)4 CFT

Cement * +PC ,. 0.55 %a-s Rs. 350.00 P.%a-

$an" 3.20 C#t Rs. 1).00 P.C#t

all T!es ).00 No Rs. 35.00 P.No

Tota (A).

LA'O-R.

Mason 2.0 No Rs. 500.00 er "a

aour 3.0 No Rs. 300.00 er "a

%a!st! 2.0 No Rs. 300.00 er "a

$&aol"er 0.3 No Rs. 350.00 er "a

Tota (').

2 Ite3 Rate.

Comos!te Rate #or 100 $FT Tota (A').

Comos!te Rate #or one $FT.

S3$tted '+. C#e%&ed '+.

Providing and laying cement concrete Hollow block masonry walls of specied strength

specication, using machine made blocks (approved quality of ne and course aggregat

cement sand mortar, in any shape, length or height, laid at specied levels, including co

#all ties as per drawing including racking out $oints cutting, curing etc, complete in all r

conforming to the requirements of drawings, specications and to the entire satisfactio

Con&ete %lo&'s *16 )6 )6,8n&lu"!n- 10 asta-e.


6/26

BOQ I!"-03

T

A3o*t

Rs. 3:5)).75

Rs. 192.50

Rs. 57.0

Rs. 2)0.00

R. 4,11.5

R. 41.19

Rs. 1:000.00

Rs. 900.00

Rs. 00.00

Rs. 105.00

R. !,605.00

R. !6.05

Rs. :724.00

Rs. 7.24

Aroved '+.

s per

) laid in 1!

t of sca"olding,

spects and

of the %ngineer


7/26

BOQ I!"-2#1

RATE ANALYSIS OF 40007SI CONCRETE

S.No ETAILS-*$t Rate er C-".

/t+ Rate er *$t

"ATERIAL

a. Con&rete ;el!

me&an!&al


8/26

BOQ I!"-2#1

A3o*t

Rs. 1.40

Rs. 3.07

Rs. 4.50

Rs. 3.54

Rs. .19

Rs. 0.))

Rs. 10.2

Rs. 75.12

Aroved '+.

&ement &on&rete o#

!n- trou- ele&tro

sat!s#a&t!on o# te


9/26

BOQ I!"-5#1

RATE ANALYSIS OF CONCRETE FOR COL-"NS


/t+ Rate er *$t

"ATERIAL

a. Con&rete ;el!


10/26

BOQ I!"-5#1

A3o*t

Rs. 125.00

Rs. .25

Rs. 1.9)

Rs. 2.44

Rs. 0.))

Rs. 1.13

Rs. 137.70

Rs. 1.77

Rs. .19Rs. 0.))

Rs. ).)5

Rs. 14.55

Aroved '+.

ment &on&rete Ra#t:n-: &ur!n- all as er


11/26

BOQ I!"-5#2$5#5

RATE ANALYSIS OF CONCRETE FOR OT8ER STR-CT-RE


/t+ Rate er *$t

"ATERIAL

a. Con&rete ;el!


12/26

BOQ I!"-5#2$5#5

A3o*t

Rs. 99.50

Rs. 4.9)

Rs. 1.9)

Rs. 2.44

Rs. 0.))

Rs. 1.13

Rs. 110.90

Rs. 1.77

Rs. .19Rs. 0.))

Rs. ).)5

Rs. 119.75

Aroved '+.


13/26

BOQ I!"-06

RATE ANALYSIS OF STEEL REINFORCE"ENT

S.No ETAILS-*$t Rate e

/t+ Rate er

"ATERIAL

a. $teel %ar #rom aro


14/26

BOQ I!"-06

r ".TON

*$t A3o*t

P.KG Rs. 5.00

P.KG Rs. 7.20

Rs. 3.1

a (A). Rs. 75.)1

P. >our Rs. 1.75

P. >our Rs. 1.97

a ('). Rs. 3.72

(A ' ). Rs. 79.53

Aroved '+.

t 0:000 s! er s. !n& !el"

e "ra(!n-s !n os!t!on on M.$.

at an e!-t an" an os!t!on

a-e an" roll!n- mar-!n sall e


15/26

BOQ I!"-7#3

RATE ANALYSIS OF FOR":OR; FOR COL-"NS

No ETAILS-*$t Rate er SFT

/t+ Rate er *$t

"ATERIAL

. Plas#orm 1.00 $FT Rs. 13.00 P.$FT

. Mol" +!l @ 5 $m (!t 1 !tre 0.20 tr Rs. 10.04 P.$FT

$teel Na!ls 0.15 K- Rs. ).)3 P.$FT

. G.8. $eets or ?n#or seen 8tems et&. 0.03 $FT Rs. 34.39 P.$FT

. $a&er %lo&'s *a


16/26

BOQ I!"-7#3

n-!neer.

A3o*t

Rs. 13.00

Rs. 2.01

Rs. 1.32

Rs. 1.03

Rs. 0.42

Rs. 17.)0

Rs. 5.03

Rs. 7.50

Rs. 12.50

Rs. 30.30

Aroved '+.


17/26

BOQ I!"-7#1%7#2

RATE ANALYSIS OF FOR":OR; FOR :ALLS


/t+ Rate er *$t

"ATERIAL

. Plas#orm 1.00 $FT Rs. .00 P.$FT




. $a&er %lo&'s *a


18/26

BOQ I!"-7#1%7#2

n-!neer.

A3o*t

Rs. .00

Rs. 2.01

Rs. 1.32

Rs. 1.03

Rs. 0.42

Rs. 10.)0

Rs. 5.03

Rs. 7.50

Rs. 12.50

Rs. 23.30

Aroved '+.


19/26

BOQ I!"-7#4%7#5

RATE ANALYSIS OF FOR":OR; FOR 'EA"S AN SLA'S


/t+ Rate er *$t

"ATERIAL

. Plas#orm 1.00 $FT Rs. 4.00 P.$FT




. $a&er %lo&'s *a


20/26

BOQ I!"-7#4%7#5

n-!neer.

A3o*t

Rs. 4.00

Rs. 2.01

Rs. 1.32

Rs. 1.03

Rs. 0.42

Rs. ).)0

Rs. 5.03

Rs. 7.50

Rs. 12.50

Rs. 21.30

Aroved '+.


21/26

'a$% "ater$a Rate S+ '+ E3o+er

ETAILS Rate Re3ar&

"ATERIAL

Con&rete *14), Rs. 2:15.00 / C?M

Con&rete *3750 P$8, #or C+?MN$ Rs. 4:414.00 / C?M

Con&rete *3000 P$8, #or +ter $tru&ture Rs. 3:514.00 / C?M

$teel G0 Rs. 53:000.00 / M. Ton


22/26

$?MMHRI +F %?;GTT; +FF8C PN$

$R J ;$CR8PT8+N ?N8T TI

1 RNTH +F $THFF >+?$

a, M+NT>I RNTH MT> 1)

, MH8NTNHNC F$ MT> 1)

&, CTR8C8TI MT> 1)

", $?8 GH$ MT> 1)

e, CHNR$ C+$T MT> 1)

#, ;R8NK8NG M8NRH HTR MT> 1)

-, F?RN8$>8NG $

2 +FF8C $THFF $HHR8$

"ALAYSIAN

a, PR+=CT ;8RCT+R MT> 1)

, F8NHNC HN; HCC+?NT$ MHNHGR MT> 1)

3 LOCAL STAFF

a, PR+=CT MHNHGR MT> 1)

, C+N$TR?CT8+N MHNHGR MT> 1)

&, H;M8N/>R MHNHGR MT> 1)

", CTR8CH NG8NR MT> 1)

e, MC>HN8CH NG8NR MT> 1)

#, C+NTRHCT$ C?T8L MT> 1)

-, PH/8T C++R;8NHT+R MT> 1)

, ;+C?MNT C+NTR+R MT> 1)

, +FF8C %+I MT> 1)', T8MKPR MT> 1)

m, C++K MT> 1)

n, ;R8LR MT> 1)

4 H8R T8CKT$ TR8P$ 12

5 P?RC>H$ +F $H++N CHR 1500CC ?N8T 1

F? HN; MH8NTNHNC ?N8T 1)

7 M;8CH H+HNC MT> 1)

) NTRTH8MNT$/ F++; D ;R8NK$ MT> 1)

TOTAL


23/26

$ +F 6CM$6

RHT HM+?NT *R$,

42:000 75:000

2:000 3:000

20:000 30:000

1:500 27:000

3:000 54:000

4:500 )1:000

100:000

750:000 13:500:000

250:000 4:500:000

)0:000 1:440:000

5:000 1:170:000

70:000 1:20:000

40:000 720:000

30:000 540:000

35:000 30:000

35:000 30:000 420:000.00

25:000 450:000

12:000 21:00015:000 270:000

10:000 1)0:000

12:000 21:000 1:429:000

0:000 720:000

1:000:000 1:000:000

20:000 30:000

15:000 270:000

10:000 1)0:000

!9,666,000


24/26

C+MP?THT8+N +F %?;GTT

$R J ;$CR8PT8+N ?N8T TI

1 $T8MHT; C+N$TR?CT8+N C+$T

a, $HFHR8 L8H ?N8T % ?N8T 100

2 MHNHGMNT F @ 10

3 $$ +FF8C PN$$

4 $$ PR+P+$; PR+=CT 8NCNT8L$ MT>

'-


25/26

; PR+F8T

HM+?NT *R$,

591 )00 473:2)0:000

10 47:32):000

.27 *29::000,

714:500 0.91 *4:2)7:002,

12,2=4,99

2.)3

%?8T?PF++R HRH

*$FT,%?;GTT;C+$T/ $FT

%H$8C$HHRI/MT>


26/26

COST BUDGET

CONSTRUCTION OF SAFARI VILLAS TYPE - B (GREY STRUCTURE)BAHRIA TOWN GARDEN CITY


S.NO DESCRIPTION UNITS QUANTITY LABOR (A) MACHINERY (B) MATERIAL (C) RATE (Rs) AMOUNT (Rs)

UNIT COST TOTAL COST UNIT COST TOTAL COST

1) EXCAVATION WORKS

1.1Cft 13,228.00 0.85 11,243.80 0.07 925.96 12,169.76 0.95 12,566.60 - - 1.87 24,736.36

1.2

Cft 12,338.00 1.15 14,188.70 0.09 1,110.42 15,299.12 2.80 34,546.40 - - 4.04 49,845.52

2) CONCRETE WORKS

2.1a

Cft 866.29 5.00 4,331.45 0.85 736.35 5,067.80 3.75 3,248.59 64.50 55,875.71 74.10 64,192.09

2.1b

Cft 644.63 5.00 3,223.15 0.85 547.94 3,771.09 3.75 2,417.36 64.50 41,578.64 74.10 47,767.082.2

2.2.1 Raft and Column Footing ( 3,000 PSI ) Cft 2,703.76 5.00 13,518.80 0.71 1,919.67 15,438.47 7.08 19,142.62 104.76 283,245.90 117.55 317,826.99

2.2.2 Retaining Wall ( 3,000 PSI ) Cft - - - - - - - - - - - -

2.2.3 Columns ( 3,750 PSI ) Cft 574.00 5.00 2,870.00 0.71 407.54 3,277.54 7.08 4,063.92 113.84 65,344.16 126.63 72,685.62

2.2.4 Slabs ( 3,000 PSI ) Cft 2,644.23 5.00 13,221.15 0.71 1,877.40 15,098.55 7.08 18,721.15 102.76 271,721.07 115.55 305,540.78

2.2.5 Lintels & Beams ( 3,000 PSI ) Cft 1,732.89 5.00 8,664.45 0.71 1,230.35 9,894.80 7.08 12,268.86 102.76 178,071.78 115.55 200,235.44

7,654.88

3) STEEL

3.1 Column Footing Kg 6,099.68 2.20 13,419.30 0.20 1,219.94 14,639.24 0.40 2,439.87 55.00 335,482.40 57.80 352,561.50

3.2 Retaining Wall Kg - - - - - - - - - - - -

3.3 Kg 3,133.86 2.20 6,894.49 0.20 626.77 7,521.26 0.40 1,253.54 55.00 172,362.30 57.80 181,137.11

3.4 Slabs Kg - ### - - - - - - - - - -

3.5 Slab, Lintels & Beams Kg 14,785.91 2.20 32,529.00 0.20 2,957.18 35,486.18 0.40 5,914.36 55.00 813,225.05 57.80 854,625.60

24,019.45

KG/M3 110.76

4) FORMWORK

4.1 Raft & Column Footing Sft 217.73 10.00 2,177.30 1.00 217.73 2,395.03 0.20 43.55 7.80 1,698.29 19.00 4,136.874.2 Retaining Wall Sft - - - - - - - - - - - -

4.3 Columns Sft 3,491.44 10.00 34,914.40 1.00 3,491.44 38,405.84 0.20 698.29 16.80 58,656.19 28.00 97,760.32

4.4 Slabs Sft 5,979.61 10.00 59,796.10 1.00 5,979.61 65,775.71 0.20 1,195.92 9.80 58,600.18 21.00 125,571.81

4.5 Lintels & Beams Sft 6,849.44 10.00 68,494.40 1.00 6,849.44 75,343.84 0.20 1,369.89 9.80 67,124.51 21.00 143,838.24

16,538.22

M2/M3 7.09

5) BLOCK WORK

Cft 4,053.55 13.43 54,439.18 1.07 4,337.30 58,776.48 0.20 810.71 50.33 204,015.17 65.03 263,602.36

6)Water Proofing as specified Sft 1,894.94 14.00 26,529.16 1.12 2,122.33 28,651.49 - - 56.00 106,116.64 71.12 134,768.13

7)

Sft 5,372.79 0.75 4,029.59 0.06 322.37 4,351.96 - - 2.66 14,291.62 3.47 18,643.58

8) Plaster works

Sft 15,156.29 8.00 121,250.32 0.68 10,306.28 131,556.60 0.20 3,031.26 8.01 121,401.88 16.89 255,989.74

COST OF CIVIL WORKS RS 495,734.74 47,186.02 542,920.76 123,732.89 2,848,811.49 3,515,465.14

COST PER SFT RS 83.80 7.98 91.77 20.91 481.54 594.23

9) EMBEDDED ITEMS FOR ELECTRICAL WORKS Sft 5,916.00 6.83 40,406.28 0.55 3,253.80 43,660.08 0.30 1,774.80 63.53 375,843.48 71.21 421,278.36

10) EMBEDDED ITEMS FOR PLUMBING WORKS Sft 5,916.00 6.57 38,868.12 0.53 3,135.48 42,003.60 0.27 1,597.32 44.50 263,262.00 51.87 306,862.92

COST OF ELECTRICAL & PLUMBING WORKS RS 79,274.40 6,389.28 85,663.68 3,372.12 639,105.48 728,141.28

COST PER SFT RS 13.40 1.08 14.48 0.57 108.03 123.08

11) OTHER WORKS11.01 Overhead water tank concrete Cft 147.39 8.85 1,304.40 0.71 104.65 1,409.05 7.08 1,043.52 104.76 15,440.58 121.40 17,893.15

11.02 Overhead water tank reinforcement Kg 558.66 2.56 1,430.17 0.20 111.73 1,541.90 0.30 167.60 56.00 31,284.96 59.06 32,994.46

11.03 Overhead water tank formwork Sft 450.00 12.50 5,625.00 1.00 450.00 6,075.00 0.17 76.50 8.80 3,960.00 22.47 10,111.50

11.04 PVC waterstop for OHWT Rft 20.00 2.20 44.00 0.18 3.60 47.60 - - 165.00 3,300.00 167.38 3,347.60

11.05 Manhole cover and insulation for OHWT Set 1.00 72.12 72.12 5.77 5.77 77.89 - - 2,500.00 2,500.00 2,577.89 2,577.89

11.06 Underground watertank concrete Cft 96.05 8.85 850.04 0.71 68.20 918.24 7.08 680.03 104.76 10,062.20 121.40 11,660.47

11.07 Underground watertank reinforcement Kg 325.00 2.56 832.00 0.20 65.00 897.00 0.30 97.50 56.00 18,200.00 59.06 19,194.50

11.08 Underground watertank formwork Sft 432.00 12.50 5,400.00 1.00 432.00 5,832.00 0.17 73.44 8.80 3,801.60 22.47 9,707.04

11.09 PVC waterstop for UGWT Rft 28.00 2.20 61.60 0.18 5.04 66.64 - - 165.00 4,620.00 167.38 4,686.64

11.10Waterproofing for UGWT wall (with Bitumen) Sft 140.00 0.56 78.40 0.04 5.60 84.00 0.17 23.80 5.33 746.20 6.10 854.00

11.11 Gully trap (2 Nos) & Manhole (1 No) Cft 73.50 15.00 1,102.50 1.20 88.20 1,190.70 0.17 12.50 85.00 6,247.50 101.37 7,450.70

11.12 Plastering of Tank and ManholesSft 383.00 8.50 3,255.50 0.68 260.44 3,515.94 0.17 65.11 8.00 3,064.00 17.35 6,645.05

11.13 Boundary wall brickwork Cft 420.00 13.00 5,460.00 1.04 436.80 5,896.80 0.17 71.40 8.01 3,364.20 22.22 9,332.40

11.14 Boundary wall RCC Cft 210.00 8.85 1,858.50 0.71 149.10 2,007.60 7.08 1,486.80 104.76 21,999.60 121.40 25,494.00

11.15 Boundary wall Lean Concrete Cft 92.00 8.85 814.20 0.71 65.32 879.52 7.08 651.36 104.76 9,637.92 121.40 11,168.80

11.16 Boundary wall Plastering Sft 2,240.00 8.50 19,040.00 0.68 1,523.20 20,563.20 0.17 380.80 8.01 17,942.40 17.36 38,886.40

11.17 PCC (1:4:8) for walkway Cft 184.92 10.62 1,963.85 0.85 157.18 2,121.03 3.95 730.43 64.50 11,927.34 79.92 14,778.81

-

COST OF OTHER WORKS RS 49,192.28 3,931.83 53,124.11 5,560.79 168,098.50 226,783.41

COST PER SFT RS 8.32 0.66 8.98 0.94 28.41 38.33

COST FOR CIVIL, ELECTRICAL, PLUMBING & OTHER WORKS 624,201.42 57,507.13 681,708.55 132,665.80 3,656,015.47 4,470,389.83

Covered Area (Sft) 5,916.00 5,916.00 5,916.00 5,916.00 5,916.00 5,916.00

CHECK

COST PER SFT 105.51 9.72 115.23 22.42 617.99 755.64 755.6

ADD: CONTINGENCIES FOR ANY OTHER COST 6.76 1.32 36.28 44.36

TOTAL BUDGETTED COST : 122.00 23.74 654.26 800.00 800.00

13.96% 1.29% 15.25% 2.97% 81.78%

DIRECT LABOUR INDIRECT LABOUR TOTAL LABOUR MACHINERY MATERIAL TOTAL AMOUNT

(A) (B) (A+B) (C) (D) (A+B+C+D)

MH8M?M C+$T +F C+N$TR?CT8+N 71!97"!#$.$$ 5!75$!71".$$ 7#!$91!%$$.$$ 1"!7#!7#.$$ "7#!961!%1%.$$ 7"!%#$!$$$.$$

BUD&ETTED LABOUR COST 6%!%$!1%.$$ 5!75$!71".$$ 6#!17$!#55.$$

COST SA'IN& 9!55"!""#.$$ - 9!9%$!"5.$$

DIRECT UNIT

COST

DIRECT TOTAL

COST

INDIRECT

UNIT COST

INDIRECT TOTAL

COST

DIRECT &

INDIRECT TOTAL

COST

Excavation in hard soil upto 1.5 m depth to obtain earth for embankments

or to clear buildin sites etc.

Earth Filling in area where required in 150 mm layers, borrow from other

site and fill according to requirement and as directed by the engineer

incharge.

Laying 3" Thick (PCC 1:4:8) of cement concrete using crushed or broken stone

graded in foundation as specified.

Laying 2" Thick (PCC 1:4:8) of cement concrete using crushed or broken stone

graded in foundation as specified.

Providing and Placing reinforced cement concrete in different Grades using

crushed or broken stone graded as specified in specificatins.

Cutting, Bending & Fixing of Steel as per drawing as directed by engineer

incharge.



surface of concrete after removal, complete in all respect or as directed by

the engineer incharge.

Laying Block Work (8" x 8" x 16" & 4" x 8" x 16") in Cement Sand Mortar

(1:4) In Super Structure , including form work, curing etc complete in all

respect or as directed by the engineer incharge.

Termite Proofing in area where required with approved material from main

contractor, according to requirement and as directed by the engineer

incharge.


smooth with steel trowel to brick or block wall,as Directed by the engineer

incharge.

budget based on villa type b

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