preeti.pdf

8/14/2019 preeti.pdf

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Sl. Items Qty. Unit Rate CSRI No. Amount

A. GROUND FLOOR.

1 Boring holes with anger for under 15 each. 270.00 18 [c] 4050.00reamed piles up to a depth of 3.6 11metre below Ground level.

[c] for 300 mm. dia piles.

2 Providing and fixing of form work 66.26 Sq.m. 120.00 2 [i] [ix] 7951.20including shuttering & removal. 13[i] Beam, Column [ix] Suspendedroof slab.

3 Providing & laying concrete for 7.44 Cu.m. 1600.00 1 [a] 11904.00R.C.C. work [a] M-15. 23

4 Providing and placing in position 1168.1 Kg. 24.00 8 28033.92cold twisted steel reinforcement 24for R.C.C. work.

5 Brick work with well brunt open 6.84 Cu.m. 1193.00 3 [a] 8160.12bhatta bricks in C.M. [a] 1:8. 38

6 Steel work in single section 334.4 Kg. 22.00 1 [b] 7356.80including cutting,bending,hoisting 74& fixing in position.[b] In FI, AI, Tees, Sheets & bar.

7 12 mm. thick cement plaster 119.83 Sq.m. 32.00 1 [c] 3834.56[c] in C.M. 1:5. 107

8 52 mm. thick C.C. Flooring with ceme 16.15 Sq.m. 305.00 11.2 4925.75hardner lopping under layer of 40 mm. 79thick C.C. 1:2:4

10 White Washing with lime on new 119.83 Sq.m. 4.25 12 9.00work. 137

Total Rs. 76725.63

B. FIRST FLOOR.1 Providing and fixing of form work 70.92 Sq.m. 120.00 2 [i] [ix] 8510.40

including shuttering & removal. 13

roof slab.

2 Providing & laying concrete for 6.61 Cu.m. 1600.00 1 [a] 10576.00R.C.C. work [a] M-15. 23

ABSTRACT


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[i] Beam, Column [ix] Suspended*2*

Sl. Items Qty. Unit Rate CSRI No. Amount3 Providing and placing in position 1037.7 Kg. 24.00 8 24904.80

cold twisted steel reinforcement 24for R.C.C. work.

4 Brick work with well brunt open 22.45 Cu.m. 1193.00 3 [a] 26782.85bhatta bricks in C.M. [a] 1:8. 38

5 Steel work in single section 723 Kg. 22.00 1 [b] 15906.00including cutting,bending,hoisting 74& fixing in position.[b] In FI, AI, Tees, Sheets & bar.

6 12 mm. thick cement plaster 286.16 Sq.m. 32.00 1 [c] 9157.12[c] in C.M. 1:5. 107

7 52 mm. thick C.C. Flooring with ceme 103.94 Sq.m. 305.00 11.2 31701.70hardner lopping under layer of 40 mm. 79thick C.C. 1:2:4

8 White Washing with lime on new 286.16 Sq.m. 4.25 12 1216.18work. 137

Total Rs. 103850.25Total Rs. G.F. + 180575.88

Add 30% for Market rise si 54172.76Total Rs. 234748.64

Add 11% for Electric, Sanitary, Wa 25822.35Total Rs. 260570.99Say Rs. 2,60,000/-


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Sl. Partiulars of items Nos. L B H Quantity

A. Ground Floor

1 Boring of holes for piles-[1] Main Building 5 ~ ~ ~ 5 Nos.[2] Compound wall 10 ~ ~ ~ 10 Nos.

Total Nos. 15 Nos.

2 Shuttering Work -[i]Plinth Beam 1 x 2 3.30 0.30 ~ 1.98[1] Room 1 x 2 3.23 0.30 ~ 1.93

1 x 2 2.00 0.30 ~ 4.80[2] Compound Wall 1 x 2 3.74 0.30 ~ 0.90

1 x 2 1.50 0.30 ~ 2.202 x 2 2.00 0.30 ~ 2.40

[ii] Columns-[1] Room 2 x 2 6.00 0.30 ~ 7.20[2] Compund Wall 2 x 4 0.20 3.00 ~ 4.80

[iii] Roof Slab-[1] Room 7 x 4 0.20 1.50 ~ 8.40[2] Balcony 1 3.90 3.50 ~ 13.65

1 8.00 1.00 ~ 8.00[3] Stair 1 4.00 1.00 ~ 4.00

1 5.00 1.20 ~ 6.00Total sq.m. 66.26

3 R.C.C. Work- [1] Piles 15 0.20 0.20 3.60 2.16[2] Plinth Beam 1 1.50 0.20 0.30 0.09

1 3.74 0.20 0.30 0.222 2.00 0.20 0.30 0.242 6.00 0.20 0.30 0.72

[3] Roof Slab 1 3.66 4.46 0.10 1.631 2.00 1.00 0.10 0.201 2.50 1.00 0.10 0.25

[4] front Balcony 1 4.00 1.00 0.10 0.42[5] Stairs 1 6.00 1.20 0.10 0.70

Total Cu.m. 7.44

4 Steel For Reinforcement -Taken 2% of R.C.C. 1 7.44 78.50 ~ 1168.08Work.

5 Brick Work- [1] Compound Wall 1 20.00 0.20 1.20 4.80[2] Room 1 8.53 0.20 1.20 2.00

Total Cu.m. 6.80

6 Steel Work -For Doors & Windows[1] D1 2 1.00 2.00 ~ 4.00[2]W1 1 1.00 1.20 ~ 1.20

D-2[3] Gate 1 2.00 1.20 ~ 2.40

DETAILS OF ESTIMATE


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Sl. Partiulars of items Nos. L B H QuantityTotal Sq.m. 7.60

d@ 44 Kg. 334.40 Kg.

7 Cement Plaster -[1] Room-ceiling 1 3.30 3.23 ~ 10.65 wall 2 3.30 3.00 ~ 19.80

2 3.23 32.00 ~ 19.38[2] Balcony-Ceiling 1 8.00 1.10 ~ 8.80

1 6.00 1.10 ~ 6.60[3] Stair 1 6.00 1.10 ~ 6.60[4] Outer Wall 1 5.50 3.00 ~ 16.50[5] Compound Wall 1 21.00 1.50 ~ 31.50

Total Sq.m. 119.83

8 White Washing- Taken same as per plaster ~ ~ ~ Sq.m. 119.83

9 FLOORING -1] PORCH 1 3.30 3.23 ~ 10.65[2] Steps 22 1.00 0.25 ~ 5.50

Total Sq.m. 16.15

B. First Floor

1 Shuttering- Columns 4 x 4 0.20 3.00 ~ 9.60 Roof Slab 1 9.02 6.00 ~ 54.12 Stair 1 6.00 1.20 ~ 7.20

Total Sq.m. 70.92

2 R.C.C. Work -Column 4 0.20 0.20 3.00 0.48 Roof Slab 1 9.02 6.00 0.10 5.41 Stair 1 6.00 1.20 0.10 0.72

Total Cu.m. 6.61

3 Steel For Reinforcement -Taken as 2% of 1 6.61 78.50 ~ 1037.70 Kg.R.C.C. Work.

4 Brick Work 3 3.30 0.20 3.00 5.943 2.30 0.20 3.00 4.412 7.02 0.20 3.00 8.421 4.89 0.20 3.00 2.931 1.20 0.10 3.00 0.36

1 2.20 0.10 3.00 0.66Total Cu.m. 22.45

5 Steel for Doors and Windows -D1 4 0.10 2.00 ~ 5.00 D2 3 0.80 2.00 ~ 4.80 W1 2 1.00 1.20 ~ 2.40

D-2

W2 1 0.50 0.90 ~ 0.45Total sq.m. 16.45

o@44 Kg. 723 Kg


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Sl. Partiulars of items Nos. S. L B Y H Quantity2 x 2 3.30 3.20 ~ 42.24

6 Cement Plaster -Room-Ceiling 2 x 2 3.30 3.00 ~ 39.60Wall 2 x 2 3.20 3.00 ~ 38.40Wall 1 x 1 2.30 2.00 ~ 4.60Kitchen-Ceiling 1 x 2 2.30 3.00 ~ 13.80Wall 1 x 2 2.00 3.00 ~ 12.00Wall 1 x 1 1.20 2.10 ~ 2.52lat-Bath-Ceiling 1 x 2 2.10 3.00 ~ 12.60

Wall 4 1.20 3.00 ~ 14.40Wall 2 6.00 3.00 ~ 36.00Outer wall 4 x 2 6.00 1.00 ~ 48.00Parapet Wall 1 6.00 1.10 ~ 6.60Stair 1 14.00 1.10 ~ 15.40Balcony Total sq.m. 286.16

~ ~ ~ Sq.m. 286.167 White Washing -Taken Same quantity as per

plaster2 3.30 3.20 ~ 21.12

8 Floor -Room 1 2.30 2.00 ~ 4.60kitchen 1 1.20 2.10 ~ 2.52lat + bath 1 1.00 2.20 ~ 2.20Passage 1 14.00 1.00 ~ 14.00balcony 22 1.00 0.25 ~ 5.50Steps 1 9.00 6.00 ~ 54.00Terrace Total sq.m. 103.94


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Sl. Installment Work Done Amount Total Work

1 First After Completion oF Superstructure and 60,OOO - 60'000 -casting of Roof Slab of Ground Floor.

2 Second After Completion of Superstructure 1,80,000/- 2,40,000/-

3 Third Aftercomplition of fininshing work of firstand ground floor 20,000/' 2,60,000/-

DISBURSEMENT SCHEULE


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