Abstract Sheet of Estimate of proposed Construction of Bungalow on plot No. ………at Mahasweta Nagar, UJJAIN (M.P.)

B / TO :- Mr.KARMENDRA BANSORE S / OF :- Shree A>A BANSORE

& Smt. BBB BANSORE W / OF :- Mr.KARMENDRA BANSORE

S.No. Particular Quantity

Unit

Rate Amount

1. Surface dressing: - Surface Dressing of the ground and removing vegetation and in equalities, not exceeding15 cm.

A. in ordinary soil.

179.00 Sq. M 10.00 1790.00

2. Earth work in foundation for Footing and

disposal of Excavated earth, lead up to 50.0m 1.5m. Disposed earth to be done.

a. In Black cotton soil.

b. In ordinary soil 178.6521.42

Sq. MSq. M

75.00115.00

13398.752463.3

3. Earthwork: - Earth work in excavation in foundation trench of drains (not exceeding 1.50m. In width or 10.0 sqm. In plan) Including dressing of side and Ramming of bottoms, lift up to 1.50 m. including getting out The soil

a. In Black cotton soil. 14.4 Sq. M 85.00 1224.00

4. Extra: - Extra for every Additional lift of 1.50m.or Part thereof a. In ordinary or hard soil.

175.05 Sq. M 50.00 8752.5

5. Filling in Plinth: - Filling Available excavated earth (Excluding rock) in trenches, Plinth. &

Sides of foundation etc. 21.42 Sq. M 30.00 642.6

in layers not exceeding 20 cms. in depth consolidating .

6. Murrum filling: - Filling inPlinth with sand / Crusher Stone dust under floor, including watering & ramming.

116.76 Sq. M 285.00 33276.6

7. P.C.C.: - Providing and laying Mechanical mix cement Concrete with crushed stone Aggregates, excluding cost of Centering and shuttering in foundation & plinth.

a- M-7.5b- M-10c- M-15

5.353.221.9

Cu. MCu. MCu. m

1850.001950.002550.00

9897.506240.0055845.00

8. Water Proofing: - Extra For providing & mixing Water proofing material in Cement concrete work in Proportion.

109.24 Sq. M 225.00 24579.00

9. R.C.C.: - Reinforced Cement concrete work with

C.C. grade M- 15,Crushed stone aggregate 20mm nominal size graded

excluding cost of Centering shuttering and reinforcement up to plinth level, for foundation footings, bases of column / walls i/ c attached Pilasters, buttresses, plinth String courses, landings shelves and their Supports. Balconies, lintels, Chhajjas of any thickness pillar Posts & struts, staircase, excluding Landings but including repairing of top surface of G. Floor & First Floor.

47.60 Cq. M

3850.00 183260.00

10. R.C.C: - Reinforced cement concrete work with C.C. Grade M-20, crushed stone aggregate 20mm nominal size graded, excluding cost of

centering shuttering and Reinforcement up to Ground floor , first floor, Over head water tank & Stair case tower . 122.42 Cu.

M4250.00 562785.00

11. False Work:-Centering and

Shuttering , Propping and fixing at proper level.

a. Foundations. b. Lintels beams,

Chhajjas, cantilevers, columns pillars, posts and roof beams of up to plinth, G.F. , F.F. and Tower

c. Suspended floors roofs, landings, shelves- support porch and balconies.

d. Vertical horizontal fins individually or forming box. Louvers etc.

125.4

234.62

297.33

49.10

Sq. M

Sq. M

Sq. M

Sq. M

135.00

110.00

145.00

145.00

16929.00

25808.20

43112.85

7119.50

12. Tor Steel: - Mild & Medium Tensile steel reinforcement for RCC work including cutting. bending & placing in position Complete with cost of binding Wires.

8500.00 Kg. 48.00 408000.00

13. (A) Cold twisted steel :- Cold

twisted steel and hot rolled deformed steel reinforcement for RCC work including cutting, bending,& placing in position complete with cost of binding wires.

700.00 Kg. 47.00 39900.00

14. Brickwork: - Brick work with well burnt Table molded chimney bricks manufactured by Ghol process, crushing strength not

less than 40 kg/ Sq.cm & water absorption not more than 15% in up to plinth levela. CM 1:6b. CM 1:5

6.162.34

Cu. MCu. M

2850.003250.00

17556.007605.00

15. Brickwork: -Brick work in super structure above plinth level and up to ground floor. First Floor ,Parapet wall & Stair case tower.

59.34 Cu. M

3250.00 192855.00

16. Brickwork: -Brick work 10cm. thick, well burnt Table molded chimney

bricks manufactured by Ghol process, crushing strength not less then 40 kg/sq. cm. & water absorption not more than 15% in super structure G.floor and F. Floor..a. CM 1:4

19.42 Sq. M 3355.00 65057.00

17. Wood Work :- (a) Door Frame: - Providing and fixing in position First quality C.P. Teak wood of section size 125 X 75 MM(b)Windows and Ventilators Frame:- Providing and fixing in position First quality C.P. Teak wood of section size 125 X 75 MM. (c)Door shutters:- Providing and fixing flush door shutters decorative type core of block board construction with frame of 1st class hard wood & well matched teak ply

1.3023

1.6414

Cu. M

Cu. M

78000.00

78000.00

101579.40

128029.20

veneering with vertical grains of cross bands & face veneer on both faces of the shutters, including M.S. butt hinges & screws, also Providing lapping with teak wood Battens 25 mm depth on all edges of the shutters and complete fitting.a. 35mm thick shutters.(d) Window Shutters: - Providing and fixing Window shutters decorative type , with frame of 1st class hard C.P. Teak wood with vertical grains of cross bands , including M.S. butt hinges & screws, also Providing lapping with teak wood Battens 25 mm depth on all edges of the shutters and complete fitting.a. 25mm thick shutters and 4 MM glass.

21.60

23.8

Sq. M

Sq. M

1850.00

1950.00

39960.00

46410.00

18. Extra for flush doors within double leaf shutters.

2.80 Sq. M 850.00 2380.00

19. Steel work: - Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.

a. Plain grillb. ornamental grillc. Providing 40X5

MM iron hold fasts 40cm. Long including fixing to frame with 10mm dia both nuts and wooden plug and embedding in

CC (1:3:6)

d. Providing and fixing standard M.S. Section and square bars ,stair case

210.00

95.00

4.00

Kg.

Kg.

Kg.

60.00

125.00

45.00

12600.00

11875.00

180.00

railing complete in all respect.

33.42 Rn. M

1800.00 60156.00

20. Flooring: - Vitrified Ceramic flooring over 25mm (average) thick base of cement mortar 1:4 laid and jointed with white cement slurry .

291.54 Sq.M. 550.00 160347.00

21. 20mm thick Granite stone in risers of steps skirting dado walls and pillars made of 12mm (average) thick of cement mortar 1:4 and

Jointed with whitea. Extra for nosing in

steps and treads of Granite stone slab.

19.85 Sq. M 1550.00 30767.50

b. 20mm thick Granite stone slab flooring over 30mm (average) thick base of cement mortar 1:6 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab in kitchen.

c. Glazed Tiles (Johnson, Kajaria, Bell or equivalent Brand) flooring, in size up to 600X600, over 25mm (average) thick base of cement 0mortar 1:4 laid and jointed with gray cement slurry in Toilet floors.

d. Vitrified ceramic Tiles (Johnson) Kajaria, Bell or equivalent Brand) flooring in size up to 600X600, over 25mm (average) thick base of cement mortar 1:4 laid and jointed with tile adhesive of

58.50

4.58

20.21

Rn. M

Sq. M

Sq. M

95.00

1550.00

555.00

5557.50

7099.00

11216.55

bal or other standard make over Toilet walls.

61.19Sq. M

650.00 39773.50

22. Plaster Work: - 20mm thick cement

a. In 1:4 CMb. 6mm thick

cement plaster to ceiling

833.40297.33

Sq. MSq. M

135.00165.00

112509.0049059.45

23. White washing: - White Washing on new work (three Or more coats) to give

a. Cement Primer

b. With white

cement.

1130.73

297.33

Sq. M

Sq. M

15.00

25.00

16960.95

7433.25

24. Distempering: - Distempering (two or more Coats) with oil bound Washable distemper of Required shade on new work Over and i/e a. priming coat.

833.40 Sq. M 35.00 29169.00

25 Total Amount 2558657.5526. Electrical work: -

Electrical work@ 2 % 51200.00

27. Sanitary and Water Supply

@ 4 % 102400.00

28 Architects Fee @ 3 % 76800.00

TOTAL 27,89,057.55 Rs.

( say Rs. Twenty seven lacks sixty seven thousand only )