Scribd
Upload
9 views5 pages

Anil Ghante 24.25 Lakh 2 Floor

The estimate report dated 10/12/2023 details the construction costs for a building owned by Mrs. Seema Ganthe in Guna, M.P. It includes a breakdown of various construction activities, materials, and their associated costs, totaling approximately Rs 2,429,894.5. The estimate is based on the M.P. P.W.D building CSR effective from 15/09/2022.

Uploaded by

chirayu agrawal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
9 views5 pages

Anil Ghante 24.25 Lakh 2 Floor

The estimate report dated 10/12/2023 details the construction costs for a building owned by Mrs. Seema Ganthe in Guna, M.P. It includes a breakdown of various construction activities, materials, and their associated costs, totaling approximately Rs 2,429,894.5. The estimate is based on the M.P. P.W.D building CSR effective from 15/09/2022.

Uploaded by

chirayu agrawal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 5

ESTIMATE REPORT

Date-10/12/2023
1 Name of the land owner Mrs. Seema Ganthe W/o Mr. Anil Kumar Ganthe

2 location of property Part of Land Survey No. 1039/3/Min-87, P.H. No. 61, Ward
No. 23, Diverted Road Se Door, Sai Town Ship Colony Guna,
Plot No.112 Tehsil & Dist. Guna (M.P.)

3 description The proposed building foundation is in R.C.C. Footing and


super structure is of brick work With Roof Slab, column,
Beam

4 Total plot area 1000.0 sqft (25'x40')


5 Covered area Ground Floor=900 sqft, First Floor=900 sqft
6 Total Covered area 1800 Sqft

S.NITEM NOS LENTH WIDTH H/D QUANTITY RATE AMOUNT

EARTH WORK IN EXCAVATION BY


MECHANICAL MEANS HYDRAULIC
EXCAVATOR/ MANUAL MEANS OVER AREAS
(EXCEEDING 30 CM IN DEPTH 1.5M IN WIDTH
AS WELL AS 10 SQM ON PLAN) INCLUDING
DREDDING OF SIDES AND RAMMING OF
BOTTOM DISPOSED OF EXCAVATED EARTH .
1 LEAD UPTO 1.5M, DISPOSED EARTH TO BE
LEVELLED AND NEATLY DRESSED ALL KIND OF
SOIL C.S.R.2.6

MAIN COLUMN 13 1.2 1.2 2.5 46.8

46.8 129 6037.2

PROVIDING AND LYING IN POSITION CEMENT


CONCRETE OF SPECIFIED GRADE EXCLUDING
THE COST OF CENTERING AND SHUTTRING-
ALL WORK UP TO PLINTH LEVEL WITH
C.C.1:4:8 BASE CONC.
2 C.S.R.4.1.2.3 M_7.5

MAIN COLUMN 13 1.2 1.2 0.185 3.4632


3.4632 4471 15484.0

PROVODING AND LYING IN POSITION


SPECIFIED GRADE OF REINFORCED CEMENT
CONCRETE (WITH 20MM NOMINAL SIZE
GRADED STONE AGGREGATE )EXCLUDING THE
COST OF CENTERING , SHUTTERING AND
3 FINISHING AND RENFORCEMENT - ALL WORK
UP TO PLINTH LEVEL C.S.R.5.1.1

BASE OF COLUMN MAIN (FOOTING)


3A 13 0.95 0.8 0.3 2.964

2.964 6153 18237.5


REINFORCED CEMENT CONCRETE WORK
(WITH 20MM NOMINAL SIZE GRADED STONE
AGGREGATE )IN WALLS (ANY THICKNESS),
INCLUDING ATTECHED PILASTERS,
BUTTRESSES, PLINTH AND STRING COURSES.
FILLETS, COLUMNS, PILLARS, POSTS AND
STRUTS ETC. ABOVE PLINTH LEVEL AND UP TO
3B FLOOR TWO LEVEL EXCLUDING COST OF
CENTERING, SHUTTERING, FINISHING AND
REINFORCEMENT C.S.R.5.2.1

MAIN COLUMN 13 0.23 0.3 6 5.382


5.382 6231 33535.2
REINFORCED CEMENT CONCRETE WORK
(WITH 20MM NOMINAL SIZE GRADED STONE
AGGREGATE )IN BEAMS, SUSPENDED FLOORS,
ROOFS HAVING SLOPE OF ANY DEGREE
LANDINGS, BALCONIES SHELVES, CHAJJAS,
LINTELS, BANDS, PLAIN WINDOW SILLS,
STAIRCASES AND SPIRAL STAIR CASES ABOVE
PLINTH LEVEL AND UP TO FLOOR TWO LEVEL
3C EXCLUDING COST OF CENTERING, SHUTTRING,
FINISHING, AND REINFORCEMENT IN
CONCRETE GRADE C.S.R.5.2.1

LONG WALL ALL SIDE 3 14 0.23 0.3 2.898

SHORT WALL 5 7.5 0.23 0.3 2.5875

LINTELS AV 1.2M 12 1.2 0.23 0.15 0.4968


5.9823 6231 37275.7

REINFORCED CEMENT CONCRETE WORK


(WITH 20MM NOMINAL SIZE GRADED STONE
AGGREGATE )IN BEAMS, SUSPENDED FLOORS ,
ROOFS HAVING SLOPE OF ANY DEGREE
LANDINGS, BALCONIES SHWLVES, CHAJJAS,
LINTELS, BANDS, PLAIN WINDOW SILLS,
STAIRCASES AND SPIRAL STAIR CASES ABOVE
PLINTH LEVEL AND UP TO FLOOR TWO LEVEL
EXCLUDING COST OF CENTERING, SHUTTRING
FINISHING, AND REINFORCEMENT IN
CONCRETE GRADE. C.S.R.5.3.1 R.C.C.SLAB
3D

GROUND FLOOR 1 7 11.92 0.1 8.344

STAIR CASE SLAB 2 3 0.8 0.1 0.48

FIRST FLOOR 1 7 11.92 0.1 8.344

17.168 6541 112295.9

DEDUCTION 2 4 1.5 0.1 1.2

15.968
CENTERING AND SHUTTERING INCLUDING
STRUTTING PROPPING ETC. REMOVAL OF
FORM FOR -C.S.R.5.9.1 FOUNDATION ,
FOOTING, BASES OF COLUMNS, ETC FOR
CONCRETE UP TO PLINTH LEVEL.
4

4A MAIN COLUMN 13 1.06 6 82.68

82.68 190.6 15758.8

WALLS (ANY THICKNESS) INCLUDING


ATTACHED PILASTERS BUTTERESSES, PLINTH
BEAMS AND STRING COURSES ETC. UP TO
4B PLINTH LEVEL C.S.R.5.9.5

LONG WALL 3 14 0.83 34.86

SHORT WALL 5 7.5 0.83 31.125

65.985 356 23490.7

SUSPENDED FLOORS, ROOFS. LANDINGS,


BALCONIES AND ACCESS PLATFORM R.C.C.
SLAB C.S.R.5.9.3
4C

GROUND FLOOR 1 7 11.92 83.44

2 3 0.8 4.8
STAIR CASE SLAB
1 7 11.92
FIRST FLOOR
88.24 439 38737.4

REINFORCEMENT FOR R.C.C WORK


INCLUDING STRAIGHTENING, CUTTING,
BENDING, PLACING IN POSITION AND
BINDING INCLUDING COST OF BINDING WIRE
UP TO FLOOR TWO LEVEL INCLUDING ALL
5 WASTAGE ETC. COMPLETE THERMO-
MECHANICALLY TREATED BARS. (TMT)

C.S.R.5.16.6 1 78.5 1 30.2963 77 183126.0

BRICK WORK WITH WELL BRUNT OPEN


BHATTA . BRICKS, CRUSHING STRENGTH NOT
LESS THAN 25KG/CM2 AND WATER
ABSORPTION NOT MORE THAN 20% IN
SUPERSTRUCTURE ABOVE PLINTH LEVEL AND
UP TO FLOOR TWO LEVEL I/C CURING ETC
6 COMPLETE . STRUCTURE WITH 1:6 C.M.
C.S.R.6.6.2

LONG WALL 3 14 6 0.23 57.96

5 7.5 6 0.23 51.75


SHORT WALL

109.71
DEDUCTION OF OPEN

DOOR D 2 1 2.1 0.23 0.966


D1 4 0.9 2.1 0.23 1.7388
W 6 1.5 1.2 0.23 2.484

VENT 5 0.6 0.3 0.23 0.207

DEDUCTION OF OPEN 5.3958

NET BRICK WORK 104.3142 4350 453766.8

15MM CEMENT PLASTER ON THE ROUGH SIDE


OF SINGLE OR HALF BRICK WALL OF MIX
STRUCTURE WITH 1:4 C.M. C.S.R.13.2.2
7

LONG WALL 6 14 6 504

SHORT WALL 10 7.5 6 450

954

DEDUCTION OF OPEN

DOOR D 2 1 2.1 4.2

4 0.9 2.1 7.56


D1
W 4 1.5 1.2 7.2

VENT 3 0.6 0.3 0.54

DEDUCTION OF OPEN 19.5

NET PLASTER WORK 934.5 168 156996.0

6 MM PLASTER IN CEILING WITH 1:3 C.M


C.S.R.13.9

SAME AS CENTERING WORK 1 88.24 189 16677.4

9 352.96 164 57885.4


P/A WALL CARE PUTTI I/C ALL WITH PLASTIC
IMLSION PAINT C.S.R. 13.49+13.41

SUPPLYING AND FILLING IN PLINTH WITH


CRUSHER STONE DUST /COARSE SAND UNDER
FLOORS INCLUDING . WATERING . RAMMING
CONSOLIDATING IN LAYERS NOT EXCEEDING
20CM DEPTH AND DRESSING COMPLETE
10

C.S.R.2.27 1 7 11.92 0.5 41.72 250 10430.0

PROVODING AND LYING IN POSITION CEMENT


CONCRETE OF SPECIFIED GRADE EXCLUDING
THE COST OF CENTERING AND SHUTTING - ALL
WORK UP TO PLINTH LEVEL WITH C.C 1:4:8
11 BASE CONC.
C.S.R.4.1.2.3 M_7.5 1 7 11.92 0.1 8.344 3474 28987.1

12 2 8074 16148.0
KITCHEN WITH DRAIN BOARD C.S.R. 17.14.11

13 KITCHEN PLATE FORM C.S.R.11.26 2 4.2 0.7 5.88 6558 38561.0

9-10 MM THICK GLAZED TILES FLOORING


OVER 20 MM CEMENT MORTAR 1:4
C.S.R.11.78.1.2 NO WALL
DEDUCT I/C.SKIRTING
14

1 7 11.92 83.44 1224 102130.6


GROUND FLOOR AREA
83.44 1224 102130.6
FIRST FLOOR 1 7 11.92

WOODEN DOOR/WINDOWS/VENTFRAME SAL


WOOD FRAME C.S.R.9.49.1
15

DOOR D 2 6 0.8 0.1 0.96


D1 4 5.7 0.8 0.1 1.824
WINDOW 6 4.8 0.8 0.1 2.304
VENT. 5 2.1 0.8 0.1 0.84
5.928 72600 430372.8

30MM THICK FLUSH DOORS SHUTTERS


DOOR/WINDOW/VENT C.S.R.9.29.1
16

DOOR D 2 1 2.1 4.2


D1 4 0.9 2.1 7.56
6 1.5 1.2 10.8
WINDOW
5 0.6 0.3 0.9
VENT.

23.46 5407 126848.2

2024912.1

ADD 9% FOR ELECTRIFICATION FITTING 182242.1

ADD 9% FOR SANITARY AND WATER SUPPLY


FITTING 182242.1

ADD 2% FOR RAINWATER HARVESTING


SYSTEM 40498.2

TOTAL RS 2429894.5

ESTIMATE BASED ON M.P . P.W.D BUILDING CSR.


15/09/ 2022
W.E.F.
SAY- SAY-Twenty Four Lakh Thirty
2,430,000/- Thousand Rs Only/-
Laks Rs Only

You might also like