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ABSTRACT OF COST

10000.00 'cActou trl. 2750-00

9T-4. 10000-00 3t4 250-00 Tca 23000-00

Detail Estimate for Pucca Floor for cattle.

1) Earth work in filling for cattle floor do. Do. all comp. job. 1x9.0x3.0x0.15= 4.05 m3= 143c @ Rs160.60 each

2) Providing 100 B Brick flat soling do all comp. job. lx 9m x 3.0=> 27 m 2= (282.45 sft.)

@ Rs. 136.70/m 2 3) Providing ay. 50 mm thick P.C.0 (1:2:4)

With slpoe 1:30 do - -do all comp. Job. lx 9.0 m x 3.0 m x0.05m a 1.35 m 3

@ Rs. 3137.30/m 3

Less CP+OH@13.04%

4) Carraige of materials

Bricks 850 No- @ Rs.858.40) Rs. 729.64 Cement 9 Bag @ Rs. 11.00 each Rs. 99=00 Sand 0.584 m 3 @ RS. 597.00 /m 3 Rs. 146.27 Aggregate 1.17 m 3 @ Rs. 1178.28/m 3 ----Rs. 1378=59

Rs. 2353.5 Less CP+OH@17.36% Rs 408.56

Rs 1944.50 (B)

Rs. 650.48

Rs-3672=00

Rs 4235=00

Rs 8557.43 Rs 1116.15 Rs 7441.28 (A)

5) Difference cost of materials

(1) Brick = 850 No. @ RS. (2896.95-2771.25) = 119.70 / % Rs.----= 102=00 (2) Cement = 9 Bag @ Rs. 34.90/ Bag Rs. ---= 314=00

Rs 416.00

6 contingency 200.00

Total A+B+C +D Rs 10008.56 Say Rs 10000.00 only

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DETAILS OF LABOUR & MATERIALS COMPONENTS. Unskilled labor Rs. 1465 15.5 %

84.5 % Materials Rs. 8635

(B). Detail Estimate for URINE TANK (Capacity = 250 Liter)

1. Earth work excavation, do all comp. jobs.

lmxlmxlm =1 cum @Rs 160.60/cum 2. Provided B.F soling, (100 B), do----do, all comp. Job.

1.0 m x 1.0 m 1 m 2 @ Rs. 136.70/m2 Rs. 137=00

3. Provided P.C.C. (1:2:4) do---do----all comp. job lx 1.0x1.0x0.075 m => 0.075 m 3

@ Rs. 3137.90/m3 Rs. 235=00 4. Provided (100 B) Brick work in C.M (1:6) do all comp. job.

4x 0.5mx0.25m x 1 m a 0.5 m 3 @ Rs. 2516.50 Rs. 1258 =00

5. Providing 12 mm thick cement Plaster (1:6) with neat cement punning, do... all comp. job. Area (Wall) = 4x0.5x1.0= 2m2 Bottom = lx0.5x0.5= 0.25 m 2 Top = 4x 0.5x0.25 a 0.50 m 2

2.75 m 2 @ Rs. (83.30+24.30)/@ Rs. 107.60/m 2 Rs. 296=00

Rs2088.60 Less CP+OH@13.04% Rs 272.15

Rs 1816.45 6 Carriage of materials (from source to work site) -

Bricks = 280 No. @ Rs. 858.4--• -Rs 240.32 Cement = 1.5 bag = 2 bag @ Rs. 11.00 Rs. 22=00 Sand = 0.31 m 3 @ Rs. 597.00/m 3 Rs185.07. Aggregate=0.07m 3 @ Rs. 1178.55/m 3--- -Rs 82 48

Rs529.86 Less CP+OH017.36% Rs 91.98

Rs 437.88(B)

7.Oifference cost of materials. (Patna region) Bricks = 280 No @ (2896.95-2777.25) = 119.70 / % Rs. 34=00 Cement= 2 Bag @ Rs. 34.90/ bag -Rs. 70=00

Rs 104.00C) Total A+B+C Rs 2359.00

Labor and materials component.

Unskilled Labor 6 Nos x Rs. 144= Rs. 31 % 273=00

Materials Rs. 1587 69 %

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Rs 160.60

Urine Tank Cover (1) Provide R.C.0 Cover (1:2:4) in cover, all comp. jobs.

0.75m x 0.75mx 0.075 m=> 0.042 m 3

@ Rs. 3586.87/m3 Rs. 151 =00

(2) Providing Reinforcement in slab

0.042 m3 @ 60 Kg/ m 3 a 2.52 kg

@ Rs. 66.80 / kg Rs. 168=00 Less C.P (13.04 %) in item no. (1)& (2) ----(-) Rs. 41=00

Rs. 277.39(A)

(3)Contingency +carriage of materials + etc.

Total A+B (3) Contingency +carriage of materials + etc.

Material

(1) Cement 15 kg

(2) Stone chips- 0.037 m3

(3) Sand- 0.02 m3

(4) Steel - 2.50 kg.

Rs )00=00 (B)

Rs. 378=00

Rs. 3051.00

Rs. 3340=00

Rs. 2253=00

Net Rs.(2360+378) 2750/-(Rupees Two thousand, Seven hundred fifty only)

(C) Detail estimate for Fodder Trough.(size 7.7 m x0.5 m x .65m)

1 1. Provided R.C.0 (1:2:4) do an comp. jinn.

2x (7.82m +0.50m )x 0.65x0.06+(7.83x0.6 25x0 .06 ) a(0.649+0.293) m3

a 0.943 m3 @ Rs. 3235.00/m3 -

2. 5.29 Provided Reinforcement @ 1.5 kg/cft.=> For 0.943 m3 a 33.30 cft. X 1.5 kg/cft a 49.94 kg.

=. 50 log @ Rs. 66.80 /kg 3. Provide 12 mm thick cement Plaster (1:4) with neat cement

punning, do all comp. Plaster Area

Wall = 2x (7.7 m + 0.5 m ) x 0.65 m = 10.66 m2

Bottom= (7.7 mx0.5 m) = 3.85 m2

Outer Portion= Same as inner wall portion = 10.6 m2

Top = 2(7.82+0.5)x 0.06 = 1.006 m2

Rs. 8644.00 Total

26.17 m2 26.17 m2 @ Rs. (61.80+ 24.30)/m2

Less C.P +0H(13.04%) (-)Rs 1127.17 Rs 7517.00(A)

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Rs9936.00 Total A+B+C+D

Say Rs 10,000.00

Page 11 ASR *iI v craw n'r, zeta tw Fur arc *T M-sferr

4 Carriage of materials from surface to worksite

(a)cement 07 bags @ Rs. 11.00/ bag Rs. 77=00 (b)Sand 0.834 m3 @ Rs. 597.00 / m3 Rs. 497.90 (c)Aggregate-0.840 m3 @ Rs. 1178.55/m3 Rs. 989.74 Total(a+b+c) Rs 1546.65 Less C.P+OH (17.36%) Rs 271.62

As 1275.00-(B)

Unskilled Labor 10 Nos x Rs. 144= Rs. 14 % 1440.00

Materials Rs. 8560.00 86 %

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Difference cost of materials (a) Cement – 07 bag @ Rs. 34.90/bag

(b) Add for plastic sheet, shuttering contingency As 244=00(C ) Rs. 900=00(D)

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