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8/7/2019 Qty. ion Sheet
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MEAS. SHEET 1 OF 62
SUMMARY SHEET AS PER NEW DETAILS
SR. NO. PARTICULARS UNIT QTY.
1. Concrete WorkFooting to Plinth floor Cuft 264.06
Plinth to First floor Cuft 283.75
First to Second floor Cuft 215.00
Second to Third floor Cuft 177.50
Third to Fourth floor Cuft 140.00
Fourth to Terrace floor Cuft 135.63
Above Terrace floor Cuft
TOTAL Cuft 1215.94
TOTAL Cum 34.46
2. Reinforcement Work
$ 12mm bars
Footing to Plinth floor Rft 2632.00
Plinth to First floor Rft 2444.00
First to Second floor Rft 2054.00
Second to Third floor Rft 1638.00
Third to Fourth floor Rft 1612.00
Fourth to Terrace floor Rft 1222.00
Above Terrace floor Rft 0.00
TOTAL Rft 11602.003537.20 0.89
Rmt Kg / Rmt
8mm bars
Footing to Plinth floor Rft 4321.00
Plinth to First floor Rft 4023.00
First to Second floor Rft 3618.00
Second to Third floor Rft 3213.00
Third to Fourth floor Rft 1656.00
Fourth to Terrace floor Rft 1624.50
Above Terrace floor Rft 0.00
TOTAL Rft 18455.505626.68 0.40
Rmt Kg / Rmt
TOTAL Kg.
ROUNDUPQTY.
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 2 OF 62
MEASUREMENT SHEET
SR. NO. PARTICULARS NO. L B H
1. RCC COLUMNS
$ Footing to Plinth floor
C1, C7 and C14 3.0 1.00 1.83 9.00
C2, C5, C9, C13 and C15 5.0 1.00 1.83 9.25C3, C4, C6, C8, C10 and C16 6.0 1.00 1.83 9.50
C11 1.0 1.00 1.83 9.25
C12 1.0 0.75 1.17 9.50
TOTAL
$ Plinth to First floor
C1, C7 and C14 3.0 1.00 1.83 10.00
C2, C5, C9, C13 and C15 5.0 1.00 1.83 10.00
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.83 10.00
C11 1.0 1.00 1.83 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ First to Second floor
C1, C7 and C14 3.0 0.75 1.83 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.83 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.83 10.00
C11 1.0 0.75 1.83 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ Second to Third floor
C1, C7 and C14 3.0 0.75 1.50 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.50 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.50 10.00
C11 1.0 0.75 1.50 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ Third to Fourth floor
C1, C7 and C14 3.0 0.75 1.17 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.17 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 10.00
C11 1.0 0.75 1.17 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ Fourth to Terrace floor
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MEAS. SHEET 3 OF 62
C1, C7 and C14 3.0 0.75 1.17 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.17 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 10.00
C11 1.0 0.75 1.00 10.00
C12 1.0 0.75 0.75 10.00
TOTAL
2. REINFORCEMENT WORK
$ Footing to Plinth floor
C1, C7 and C14 3.0 1.00 1.83 14.00
Main Rein (12mm - 12 Nos) 36.0 14.00
Stirrups (8mm @ 6" c/c) 174.0 4.75
C2, C5, C9, C13 and C15 5.0 1.00 1.83 14.00
Main Rein (12mm - 12 Nos) 60.0 14.00
Stirrups (8mm @ 6" c/c) 290.0 4.75
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.83 14.00
Main Rein (12mm - 12 Nos) 72.0 14.00
Stirrups (8mm @ 6" c/c) 348.0 4.75
C11 1.0 1.00 1.83 14.00
Main Rein (12mm - 12 Nos) 12.0 14.00
Stirrups (8mm @ 6" c/c) 58.0 4.75
C12 1.0 0.75 1.17 14.00
Main Rein (12mm - 8 Nos) 8.0 14.00
Stirrups (8mm @ 6" c/c) 58.0 3.25
$ Plinth to First floor
C1, C7 and C14 3.0 1.00 1.83 13.00
Main Rein (12mm - 12 Nos) 36.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 4.75
C2, C5, C9, C13 and C15 5.0 1.00 1.83 13.00
Main Rein (12mm - 12 Nos) 60.0 13.00
Stirrups (8mm @ 6" c/c) 270.0 4.75
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.83 13.00
Main Rein (12mm - 12 Nos) 72.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 4.75
C11 1.0 1.00 1.83 13.00
Main Rein (12mm - 12 Nos) 12.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 4.75
C12 1.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
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MEAS. SHEET 4 OF 62
$ First to Second floor
C1, C7 and C14 3.0 0.75 1.83 13.00
Main Rein (12mm - 10 Nos) 30.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 4.25
C2, C5, C9, C13 and C15 5.0 0.75 1.83 13.00
Main Rein (12mm - 10 Nos) 50.0 13.00Stirrups (8mm @ 6" c/c) 270.0 4.25
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.83 13.00
Main Rein (12mm - 10 Nos) 60.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 4.25
C11 1.0 0.75 1.83 13.00
Main Rein (12mm - 10 Nos) 10.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 4.25
C12 1.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
$ Second to Third floor
C1, C7 and C14 3.0 0.75 1.50 13.00
Main Rein (12mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.75
C2, C5, C9, C13 and C15 5.0 0.75 1.50 13.00Main Rein (12mm - 8 Nos) 40.0 13.00
Stirrups (8mm @ 6" c/c) 270.0 3.75
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.50 13.00
Main Rein (12mm - 8 Nos) 48.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 3.75
C11 1.0 0.75 1.50 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.75
C12 1.0 0.75 1.17 13.00Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
$ Third to Fourth floor
C1, C7 and C14 3.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 81.0 3.83
C2, C5, C9, C13 and C15 5.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 40.0 13.00
Stirrups (8mm @ 6" c/c) 135.0 3.83
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MEAS. SHEET 5 OF 62
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 48.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.83
C11 1.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.83
C12 1.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.83
$ Fourth to Terrace floor
C1, C7 and C14 3.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 18.0 13.00
Stirrups (8mm @ 6" c/c) 81.0 3.83
C2, C5, C9, C13 and C15 5.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 30.0 13.00
Stirrups (8mm @ 6" c/c) 135.0 3.83
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 36.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.83
C11 1.0 0.75 1.00 13.00
Main Rein (12mm - 6 Nos) 6.0 13.00Stirrups (8mm @ 6" c/c) 27.0 3.50
C12 1.0 0.75 0.75 13.00
Main Rein (12mm - 4 Nos) 4.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.00
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MEAS. SHEET 6 OF 62
2. BACKFILLING
2.1 Backfilling in foundation and plinth
Qty. is same as per Excavation 1.0 283.75 Cuft
ded for Masonry of Foundations -1.0 1278.81 Cuft
ded for PCC -1.0 336.75 Cuft
ded for RCC Footings -1.0 107.30 Cuft
ded for RCC Columns upto plinth -1.0 18.00 Cuft
Backfilling in Plinth
At Staff room 1.0 28.00 20.00 1.71
At Staircase 1.0 7.25 25.25 1.71
At Verandah 1.0 29.50 4.50 1.71
TOTAL
2.2 Backfilling at Cantilever area
$ Ground floor plan
Wall at Cantilever slab 2.0 4.92 3.75 1.50
2.0 7.92 3.75 1.50
1.0 8.00 3.75 1.50
$ First floor plan
Qty. is same as per Ground floor plan 1.0 189.38 Cuft
TOTAL
3. ANTI-TERMITE TREATMENT
Anti-termite treatment 1.0 37.50 26.00
TOTAL
4. PCC WORK
Below Masonry foundations
Hor. Walls of Room + Staircase 2.0 37.50 3.00 0.50
Ver. Walls of Room + Staircase 3.0 20.00 3.00 0.50
Hor. Walls of Verandah 1.0 37.50 3.00 0.50
Ver. Walls of Verandah 2.0 4.00 3.00 0.50
Below RCC Footings 4.0 5.67 5.67 0.33
Below masonry steps 1.0 13.25 5.25 0.33
TOTAL
5. RCC WORK
5.1 RCC Footings
Footings 4.0 1.50 0.75
Nos. D d
For bottom part 4.0 5.00 5.00 0.75For trapezodial part 4.0 25.00 1.40 0.75
A1 A2 h
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MEAS. SHEET 7 OF 62
TOTAL
5.2 RCC Ground beams
At RCC columns
Hor. Beams 2.0 18.08 0.75 1.00Ver. Beams 3.0 4.50 0.75 1.00
TOTAL
5.3 RCC copings
Masonry walls
Hor. Walls 2.0 37.50 0.75 0.50
Ver. Walls 3.0 20.00 0.75 0.50
Walls of VerandahHor. Walls 1.0 37.50 0.75 0.50
Ver. Walls 2.0 4.00 0.75 0.50
Ded. for Ground beams
Hor. Beams -2.0 18.08 0.75 0.50
Ver. Beams -3.0 4.50 0.75 0.50
TOTAL
5.4 RCC Grade Slab
At Staff room 1.0 28.00 20.00 0.29At Staircase 1.0 7.25 25.25 0.29
At Verandah 1.0 29.50 4.50 0.29
TOTAL
5.5 RCC Columns
5.5.1 RCC Columns from footing upto plinth
RCC Columns 3.0 0.79 Area 6.17
1.0 0.75 0.75 6.17
TOTAL
5.5.2 RCC Columns from plinth to Terrace floor
$ From plinth to First floor
RCC Columns 3.0 0.79 Area 8.00
3.0 0.20 Area 4.42
1.0 0.75 0.75 12.42
$ From First to Terrace floor RCC Columns 3.0 0.79 Area 8.00
3.0 0.20 Area 4.42
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MEAS. SHEET 8 OF 62
1.0 0.75 0.75 12.42
TOTAL
5.5.3 RCC Columns above Terrace floor
RCC Columns 3.0 0.79 Area 3.00
1.0 0.75 0.75 3.00
TOTAL
5.6 RCC Lintels
$ Ground floor
On all masonry walls
Hor. Walls 2.0 37.50 0.75 0.42
Ver. Walls 3.0 20.00 0.75 0.42
ded for 7' 3" long opening -1.0 7.25 0.75 0.42
For 7' 3" long opening 1.0 7.25 0.75 0.75
$ First floor
Qty. is same as per Ground floor 1.0 44.00 117.33
Cuft Sqft
TOTAL
5.7 RCC floor slab
RCC slab at First floor level 1.0 25.75 24.50 0.42
RCC slab at Terrace floor level 1.0 975.00 Sqft 0.42
ded for cutout -1.0 7.25 8.33 0.42
TOTAL
5.8 RCC floor beams
$ RCC floor beams at First floor level
RCC floor beams
Hor. beams 2.0 37.50 0.75 2.00
Ver. beams 6.0 20.00 0.75 2.00
Ver. beams at Verandah 6.0 4.50 0.75 1.21
$ RCC floor beams at Terrace floor level
1.0 316.97 1011.75
Cuft Sqft
TOTAL
5.9 RCC staircase
$ From Ground to First floor level
Qty. is same as per RCC floor beams at First floor level
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 9 OF 62
Mid landing 1.0 7.25 3.83 0.50
Floor landing 1.0 99.50 Area 0.50
Flight 01
Waist slab 1.0 13.87 3.50 0.50
Steps 14.0 3.50 0.83 0.50
Flight 02Waist slab 1.0 7.07 3.50 0.50
Steps 9.0 3.50 0.83 0.50
TOTAL
6. REINFORCEMENT WORK
RCC Footings 1.0 107.30 1.42
Cuft Kg / Cuft
RCC Ground beams 1.0 37.25 2.27
Cuft Kg / Cuft
RCC copings 1.0 49.06 1.42
Cuft Kg / Cuft
RCC Grade Slab 1.0 255.45 0.99
Cuft Kg / Cuft
RCC Columns 1.0 83.63 3.12
Cuft Kg / Cuft
RCC Lintels 1.0 88.00 1.42
Cuft Kg / Cuft
RCC floor slab 1.0 643.94 1.42
Cuft Kg / Cuft
RCC floor beams 1.0 633.94 2.55
Cuft Kg / CuftRCC staircase 1.0 117.07 1.42
Cuft Kg / Cuft
TOTAL
7. MASONRY WORK
7.1 Masonry for foundation work upto OGL
27" Thick (1st Step)
Hor. Walls 2.0 37.50 2.25 0.58
Ver. Walls 3.0 20.00 2.25 0.58Walls of Verandah
Hor. Walls 1.0 22.50 2.25 0.58
Ver. Walls 2.0 4.50 2.25 0.58
23" Thick (2nd Step)
Hor. Walls 2.0 37.50 1.92 0.58
Ver. Walls 3.0 20.00 1.92 0.58
Walls of Verandah
Hor. Walls 1.0 22.50 1.92 0.58
Ver. Walls 2.0 4.50 1.92 0.58
18" Thick (3rd Step)
Hor. Walls 2.0 37.50 1.50 0.58
Ver. Walls 3.0 20.00 1.50 0.58
Walls of Verandah
Hor. Walls 1.0 22.50 1.50 0.58
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MEAS. SHEET 10 OF 62
Ver. Walls 2.0 4.50 1.50 0.58
14" Thick (4th Step)
Hor. Walls 2.0 37.50 1.17 3.75
Ver. Walls 3.0 20.00 1.17 3.75
Walls of Verandah
Hor. Walls 1.0 22.50 1.17 3.75
Ver. Walls 2.0 4.50 1.17 3.75
TOTAL
7.2 9" thick Masonry work
7.2.1 From OGL upto plinth
Hor. Walls 2.0 37.50 0.75 2.00
Ver. Walls 3.0 20.00 0.75 2.00
Walls of Verandah
Hor. Walls 1.0 37.50 0.75 2.00
Ver. Walls 2.0 4.50 0.75 2.00
Hor. Wall of Server room 1.0 7.25 0.75 2.00
TOTAL
7.2.2 Floor levels (above plinth)
$ Ground floor level
Hor. Walls 2.0 37.50 0.75 10.42
ded of windows -12.0 2.50 0.75 4.00
-1.0 4.00 0.75 4.00
ded of opening -1.0 7.25 0.75 7.00
Ver. Walls 3.0 20.00 0.75 10.42
ded of doors -1.0 4.00 0.75 7.00
-1.0 3.00 0.75 7.00
ded of windows -2.0 4.00 0.75 4.00
Wall at Cantilever slab 2.0 4.92 0.75 1.50
2.0 7.92 0.75 1.50
1.0 8.00 0.75 1.50
$ First floor level
Qty. is same as per Ground floor level 1.0 891.75 Cuft
TOTAL
7.2.3 Terrace floor level
Staircase cabin 0.0 7.25 0.75 8.00
0.0 21.50 0.75 8.00
ded of door 0.0 3.00 0.75 7.00
ded of windows 0.0 2.50 0.75 4.00
Perapet wall 1.0 54.00 0.75 3.00
TOTAL
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MEAS. SHEET 11 OF 62
7.3 Half brick masonry work
7.3.1 Ground floor level (above plinth)
Hor. Wall of Server room 1.0 7.25 7.00
TOTAL
7.3.2 Terrace floor level
Perapet wall 1.0 29.50 3.00
TOTAL
7.4 Masonry steps
1st Step (Bottom side) 1.0 12.00 5.00 1.25
2nd Step 1.0 10.00 4.00 0.50
3rd Step 1.0 8.00 3.00 0.50
4th Step 1.0 6.00 2.00 0.50
TOTAL
8. PLASTERING WORK
8.1 Internal wall plsater
$ Ground floor level
Staff room 1.0 96.00 12.00
ded of doors -0.5 4.00 7.00
-0.5 3.00 7.00
ded of windows -6.0 2.50 4.00
-1.0 4.00 4.00
Staircase 1.0 65.00 12.00
ded of doors -0.5 4.00 7.00
-0.5 3.00 7.00
ded of opening -1.0 7.25 7.00
addition of jambs and soffits 1.0 21.25 0.75
ded of window -0.5 4.00 4.00
Ver. Wall of Server room (on both faces) 2.0 7.25 7.00
$ First floor level
Qty. is same as per Ground floor level 1.0 1865.69 Sqft
TOTAL
8.1.2 Terrace floor level
Staircase cabin 0.0 65.00 8.00
ded of door 0.0 3.00 7.00
ded of windows 0.0 2.50 4.00
Internal side of Perapet wall 1.0 54.00 3.75
1.0 28.00 4.88
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MEAS. SHEET 13 OF 62
Server room 1.0 21.42
ded of door -1.0 3.00
$ First floor level
Qty. is same as per Ground floor level 1.0 107.42 Rft
TOTAL
9.3 2.5" thick IPS flooring
$ Ground floor level
Verandah + Stair floor area 1.0 294.96 Area
$ First floor level
Balcony 1.0 240.35 Area
TOTAL
10. JOINERY AND METAL WORK
10.1 Wooden panel doors
Main door 2.0 4.00 7.00
Server room door 1.0 3.00 7.00
Staircase cabin door 1.0 3.00 7.00
TOTAL
10.2 Metal windows
Metal windows 24.0 2.50 4.006.0 4.00 4.00
Staircase cabin windows 2.0 2.50 4.00
TOTAL
10.3 MS railing at Staircase
$ Ground floor level
Flight 01 1.0 11.98
Mid landing 1.0 0.75
Flight 02 1.0 6.17
Floor landing 1.0 0.75
$ First floor level
Flight 01 1.0 11.98
Mid landing 1.0 0.75
Flight 02 1.0 6.17
Floor landing 1.0 3.75
Balcony railing 1.0 46.50
TOTAL
11. WATERPROOFING WORK
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MEAS. SHEET 14 OF 62
11.1 Terrace waterproofing work
At main terrace 1.0 28.00 25.25
TOTAL
11.2 Crystalline waterproofing work
$ Ground floor planAt sunk slab above Verandah
On floor 2.0 4.92 3.75
2.0 7.92 3.75
1.0 8.00 3.75
On wall 2.0 17.33 1.50
2.0 23.33 1.50
1.0 23.50 1.50
$ First floor plan
Qty. is same as per Ground floor plan 1.0 283.50 Sqft
TOTAL
12. PAINTING WORK
12.1 Internal wall painting
Qty. is same as per Internal wall plaster 1.0 4070.38 Sqft
TOTAL
12.2 Internal ceiling paintingQty. is same as per Internal ceiling plaster 1.0 2166.68 Sqft
TOTAL
12.3 External wall painting
Qty. is same as per External wall plaster 1.0 3360.50 Sqft
TOTAL
13. MISCELLANEOUS WORK
13.1 GI sheets
GI sheets at Staircase cabin 1.0 7.25 8.33
TOTAL
14. ELECTRICAL AND COMMUNICATION WORK
15. PLUMBING WORK
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MEAS. SHEET 15 OF 62
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MEAS. SHEET 16 OF 62
3144.17
2222.88
5367.06
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MEAS. SHEET 17 OF 62
QTY.
49.50
84.79104.50
16.96
8.31
264.06
Cuft
55.00
91.67
110.00
18.33
8.75
283.75
Cuft
41.25
68.75
82.50
13.75
8.75
215.00
Cuft
33.75
56.25
67.50
11.25
8.75
177.50
Cuft
26.25
43.75
52.50
8.75
8.75
140.00
Cuft
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MEAS. SHEET 18 OF 62
26.25
43.75
52.50
7.50
5.63
135.63
Cuft
504.00
826.50
840.00
1377.50
1008.00
1653.00
168.00
275.50
112.00
188.50
468.00
769.50
780.00
1282.50
936.00
1539.00
156.00
256.50
104.00
175.50
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MEAS. SHEET 19 OF 62
390.00
688.50
650.001147.50
780.00
1377.00
130.00
229.50
104.00
175.50
312.00
607.50
520.00
1012.50
624.00
1215.00
104.00
202.50
78.00
175.50
312.00
310.50
520.00
517.50
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MEAS. SHEET 20 OF 62
624.00
621.00
78.00
103.50
78.00
103.50
234.00
310.50
390.00
517.50
468.00
621.00
78.0094.50
52.00
81.00
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MEAS. SHEET 21 OF 62
283.75
-1278.81
-336.75
-107.30
-18.00
956.67
312.73
226.78
39.06
Cuft
55.31
89.06
45.00
189.38
378.75
Cuft
975.00
975.00
Sqft
112.50
90.00
56.25
12.00
42.81
23.19
336.75
Cuft
75.0032.30
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MEAS. SHEET 22 OF 62
107.30
Cuft
27.1310.13
37.25
Cuft
28.13
22.50
14.06
3.00
-13.56
-5.06
49.06
Cuft
163.3353.39
38.72
255.45
Cuft
14.53
3.47
18.00
Cuft
18.85
2.60
6.98
18.85
2.60
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MEAS. SHEET 23 OF 62
6.98
56.87
Cuft
7.07
1.69
8.76
Cuft
23.44
18.75
-2.27
4.08
44.00
88.00
Cuft
262.86
406.25
-25.17
643.94
Cuft
112.50
180.00
24.47
316.97
633.94
Cuft
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MEAS. SHEET 24 OF 62
13.90
49.75
24.27
10.21
12.38
6.56
117.07
Cuft
152.04
Kg
84.45
Kg
69.52
Kg
253.36
Kg
260.68
Kg
124.69
Kg
912.42
Kg
1616.84
Kg165.87
Kg
3639.88
Kg
98.44
78.75
29.53
11.81
83.85
67.08
25.16
10.06
65.63
52.50
19.69
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MEAS. SHEET 25 OF 62
7.88
328.13
262.50
98.44
39.38
1278.81
Cuft
112.50
90.00
56.25
13.50
10.88
283.13
Cuft
585.94
-90.00
-12.00
-38.06
468.75
-21.00
-15.75
-24.00
11.06
17.81
9.00
891.75
1783.50
Cuft
0.00
0.00
0.00
0.00
121.50
121.50
Cuft
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MEAS. SHEET 26 OF 62
50.75
50.75
Sqft
88.50
88.50
Sqft
75.00
20.00
12.00
6.00
113.00
Cuft
1152.00
-14.00
-10.50
-60.00
-16.00
780.00
-14.00
-10.50
-50.75
15.94
-8.00
101.50
1865.69
3731.38
Sqft
0.00
0.00
0.00
202.50
136.50
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MEAS. SHEET 27 OF 62
339.00
Sqft
560.00
48.54
27.79
24.76
99.50
132.75
190.00
1083.34
2166.68
Sqft
3683.00
-60.00
-48.00
-750.00
556.00
-10.50
-10.00
3360.50
Sqft
560.00
3.00
23.86
2.25
589.11
1178.23
Sqft
96.00-4.00
-3.00
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MEAS. SHEET 28 OF 62
21.42
-3.00
107.42
214.83Rft
294.96
240.35
535.31
Sqft
56.00
21.00
21.00
98.00
Sqft
240.0096.00
20.00
356.00
Sqft
11.98
0.75
6.17
0.75
11.98
0.75
6.17
3.75
46.50
88.80
Rft
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MEAS. SHEET 29 OF 62
707.00
707.00
Sqft
36.88
59.38
30.00
52.00
70.00
35.25
283.50
567.00
Sqft
4070.38
4070.38
Sqft
2166.68
2166.68
Sqft
3360.50
3360.50
Sqft
60.42
60.42
Sqft
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MEAS. SHEET 30 OF 62
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MEAS. SHEET 31 OF 62
SUMMARY SHEET AS PER OLD DETAILS
SR. NO. PARTICULARS UNIT QTY.
1. Concrete Work
Footing to Plinth floor Cuft 220.33Plinth to First floor Cuft 236.67
First to Second floor Cuft 177.50
Second to Third floor Cuft 140.00
Third to Fourth floor Cuft 138.75
Fourth to Terrace floor Cuft 135.63
Above Terrace floor Cuft
TOTAL Cuft 1048.88
TOTAL Cum 29.72
2. Reinforcement Work
$ 16mm bars
Footing to Plinth floor Rft 1036.00
Plinth to First floor Rft 962.00
First to Second floor Rft 572.00
Second to Third floor Rft 312.00
Third to Fourth floor Rft 0.00
Fourth to Terrace floor Rft 0.00
Above Terrace floor Rft 0.00
TOTAL Rft 2882.00
878.66 1.58Rmt Kg / Rmt
$ 12mm bars
Footing to Plinth floor Rft 1092.00
Plinth to First floor Rft 1014.00
First to Second floor Rft 1248.00
Second to Third floor Rft 1352.00
Third to Fourth floor Rft 1638.00
Fourth to Terrace floor Rft 1222.00
Above Terrace floor Rft 0.00
TOTAL Rft 7566.00
2306.71 0.89Rmt Kg / Rmt
8mm bars
Footing to Plinth floor Rft 3915.00
Plinth to First floor Rft 3645.00
First to Second floor Rft 3213.00
Second to Third floor Rft 2808.00
Third to Fourth floor Rft 1647.00
Fourth to Terrace floor Rft 1624.50
Above Terrace floor Rft 0.00
TOTAL Rft 16852.50
5137.96 0.40
Rmt Kg / Rmt
ROUNDUPQTY.
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MEAS. SHEET 32 OF 62
TOTAL Kg.
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MEAS. SHEET 33 OF 62
MEASUREMENT SHEET
SR. NO. PARTICULARS NO. L B H
1. RCC COLUMNS
$ Footing to Plinth floor
C1, C7 and C14 3.0 1.00 1.50 9.00
C2, C5, C9, C13 and C15 5.0 1.00 1.50 9.25C3, C4, C6, C8, C10 and C16 6.0 1.00 1.50 9.50
C11 1.0 1.00 1.50 9.25
C12 1.0 1.00 1.17 9.50
TOTAL
$ Plinth to First floor
C1, C7 and C14 3.0 1.00 1.50 10.00
C2, C5, C9, C13 and C15 5.0 1.00 1.50 10.00
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.50 10.00
C11 1.0 1.00 1.50 10.00
C12 1.0 1.00 1.17 10.00
TOTAL
$ First to Second floor
C1, C7 and C14 3.0 0.75 1.50 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.50 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.50 10.00
C11 1.0 0.75 1.50 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ Second to Third floor
C1, C7 and C14 3.0 0.75 1.17 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.17 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 10.00
C11 1.0 0.75 1.17 10.00
C12 1.0 0.75 1.17 10.00
TOTAL
$ Third to Fourth floor
C1, C7 and C14 3.0 0.75 1.17 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.17 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 10.00
C11 1.0 0.75 1.17 10.00
C12 1.0 0.75 1.00 10.00
TOTAL
$ Fourth to Terrace floor
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MEAS. SHEET 34 OF 62
C1, C7 and C14 3.0 0.75 1.17 10.00
C2, C5, C9, C13 and C15 5.0 0.75 1.17 10.00
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 10.00
C11 1.0 0.75 1.00 10.00
C12 1.0 0.75 0.75 10.00
TOTAL
2. REINFORCEMENT WORK
$ Footing to Plinth floor
C1, C7 and C14 3.0 1.00 1.50 14.00
Main Rein (16mm - 8 Nos) 24.0 14.00
Stirrups (8mm @ 6" c/c) 174.0 4.25
C2, C5, C9, C13 and C15 5.0 1.00 1.50 14.00
Main Rein (16mm - 10 Nos) 50.0 14.00
Stirrups (8mm @ 6" c/c) 290.0 4.25
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.50 14.00
Main Rein (12mm - 10 Nos) 60.0 14.00
Stirrups (8mm @ 6" c/c) 348.0 4.25
C11 1.0 1.00 1.50 14.00
Main Rein (12mm - 10 Nos) 10.0 14.00
Stirrups (8mm @ 6" c/c) 58.0 4.25
C12 1.0 1.00 1.17 14.00
Main Rein (12mm - 8 Nos) 8.0 14.00
Stirrups (8mm @ 6" c/c) 58.0 3.75
$ Plinth to First floor
C1, C7 and C14 3.0 1.00 1.50 13.00
Main Rein (16mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 4.25
C2, C5, C9, C13 and C15 5.0 1.00 1.50 13.00
Main Rein (16mm - 10 Nos) 50.0 13.00
Stirrups (8mm @ 6" c/c) 270.0 4.25
C3, C4, C6, C8, C10 and C16 6.0 1.00 1.50 13.00
Main Rein (12mm - 10 Nos) 60.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 4.25
C11 1.0 1.00 1.50 13.00
Main Rein (12mm - 10 Nos) 10.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 4.25
C12 1.0 1.00 1.17 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.75
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MEAS. SHEET 35 OF 62
$ First to Second floor
C1, C7 and C14 3.0 0.75 1.50 13.00
Main Rein (16mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.75
C2, C5, C9, C13 and C15 5.0 0.75 1.50 13.00
Main Rein (16mm - 4 Nos) 20.0 13.00Main Rein (12mm - 6 Nos) 30.0 13.00
Stirrups (8mm @ 6" c/c) 270.0 3.75
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.50 13.00
Main Rein (12mm - 8 Nos) 48.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 3.75
C11 1.0 0.75 1.50 13.00
Main Rein (12mm - 10 Nos) 10.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.75
C12 1.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
$ Second to Third floor
C1, C7 and C14 3.0 0.75 1.17 13.00
Main Rein (16mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.25
C2, C5, C9, C13 and C15 5.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 40.0 13.00
Stirrups (8mm @ 6" c/c) 270.0 3.25
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 48.0 13.00
Stirrups (8mm @ 6" c/c) 324.0 3.25
C11 1.0 0.75 1.17 13.00
Main Rein (12mm - 10 Nos) 10.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
C12 1.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 54.0 3.25
$ Third to Fourth floor
C1, C7 and C14 3.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 24.0 13.00
Stirrups (8mm @ 6" c/c) 81.0 3.83
C2, C5, C9, C13 and C15 5.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 40.0 13.00
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MEAS. SHEET 36 OF 62
Stirrups (8mm @ 6" c/c) 135.0 3.83
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 48.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.83
C11 1.0 0.75 1.17 13.00
Main Rein (12mm - 8 Nos) 8.0 13.00Stirrups (8mm @ 6" c/c) 27.0 3.83
C12 1.0 0.75 1.00 13.00
Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.50
$ Fourth to Terrace floor
C1, C7 and C14 3.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 18.0 13.00
Stirrups (8mm @ 6" c/c) 81.0 3.83
C2, C5, C9, C13 and C15 5.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 30.0 13.00
Stirrups (8mm @ 6" c/c) 135.0 3.83
C3, C4, C6, C8, C10 and C16 6.0 0.75 1.17 13.00
Main Rein (12mm - 6 Nos) 36.0 13.00
Stirrups (8mm @ 6" c/c) 162.0 3.83
C11 1.0 0.75 1.00 13.00Main Rein (12mm - 6 Nos) 6.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.50
C12 1.0 0.75 0.75 13.00
Main Rein (12mm - 4 Nos) 4.0 13.00
Stirrups (8mm @ 6" c/c) 27.0 3.00
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MEAS. SHEET 37 OF 62
2. BACKFILLING
2.1 Backfilling in foundation and plinth
Qty. is same as per Excavation 1.0 236.67 Cuft
ded for Masonry of Foundations -1.0 1278.81 Cuft
ded for PCC -1.0 336.75 Cuft
ded for RCC Footings -1.0 107.30 Cuft
ded for RCC Columns upto plinth -1.0 18.00 Cuft
Backfilling in Plinth
At Staff room 1.0 28.00 20.00 1.71
At Staircase 1.0 7.25 25.25 1.71
At Verandah 1.0 29.50 4.50 1.71
TOTAL
2.2 Backfilling at Cantilever area
$ Ground floor plan
Wall at Cantilever slab 2.0 4.92 3.75 1.50
2.0 7.92 3.75 1.50
1.0 8.00 3.75 1.50
$ First floor plan
Qty. is same as per Ground floor plan 1.0 189.38 Cuft
TOTAL
3. ANTI-TERMITE TREATMENT
Anti-termite treatment 1.0 37.50 26.00
TOTAL
4. PCC WORK
Below Masonry foundations
Hor. Walls of Room + Staircase 2.0 37.50 3.00 0.50
Ver. Walls of Room + Staircase 3.0 20.00 3.00 0.50
Hor. Walls of Verandah 1.0 37.50 3.00 0.50
Ver. Walls of Verandah 2.0 4.00 3.00 0.50
Below RCC Footings 4.0 5.67 5.67 0.33
Below masonry steps 1.0 13.25 5.25 0.33
TOTAL
5. RCC WORK
5.1 RCC Footings
Footings 4.0 1.50 0.75
Nos. D d
For bottom part 4.0 5.00 5.00 0.75
For trapezodial part 4.0 25.00 1.40 0.75
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MEAS. SHEET 38 OF 62
A1 A2 h
TOTAL
5.2 RCC Ground beams
At RCC columnsHor. Beams 2.0 18.08 0.75 1.00
Ver. Beams 3.0 4.50 0.75 1.00
TOTAL
5.3 RCC copings
Masonry walls
Hor. Walls 2.0 37.50 0.75 0.50
Ver. Walls 3.0 20.00 0.75 0.50
Walls of Verandah
Hor. Walls 1.0 37.50 0.75 0.50
Ver. Walls 2.0 4.00 0.75 0.50
Ded. for Ground beams
Hor. Beams -2.0 18.08 0.75 0.50
Ver. Beams -3.0 4.50 0.75 0.50
TOTAL
5.4 RCC Grade SlabAt Staff room 1.0 28.00 20.00 0.29
At Staircase 1.0 7.25 25.25 0.29
At Verandah 1.0 29.50 4.50 0.29
TOTAL
5.5 RCC Columns
5.5.1 RCC Columns from footing upto plinth
RCC Columns 3.0 0.79 Area 6.17
1.0 0.75 0.75 6.17
TOTAL
5.5.2 RCC Columns from plinth to Terrace floor
$ From plinth to First floor
RCC Columns 3.0 0.79 Area 8.00
3.0 0.20 Area 4.42
1.0 0.75 0.75 12.42
$ From First to Terrace floor
RCC Columns 3.0 0.79 Area 8.00
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MEAS. SHEET 39 OF 62
3.0 0.20 Area 4.42
1.0 0.75 0.75 12.42
TOTAL
5.5.3 RCC Columns above Terrace floor
RCC Columns 3.0 0.79 Area 3.001.0 0.75 0.75 3.00
TOTAL
5.6 RCC Lintels
$ Ground floor
On all masonry walls
Hor. Walls 2.0 37.50 0.75 0.42
Ver. Walls 3.0 20.00 0.75 0.42
ded for 7' 3" long opening -1.0 7.25 0.75 0.42
For 7' 3" long opening 1.0 7.25 0.75 0.75
$ First floor
Qty. is same as per Ground floor 1.0 44.00 117.33
Cuft Sqft
TOTAL
5.7 RCC floor slab
RCC slab at First floor level 1.0 25.75 24.50 0.42
RCC slab at Terrace floor level 1.0 975.00 Sqft 0.42
ded for cutout -1.0 7.25 8.33 0.42
TOTAL
5.8 RCC floor beams
$ RCC floor beams at First floor level
RCC floor beams
Hor. beams 2.0 37.50 0.75 2.00
Ver. beams 6.0 20.00 0.75 2.00
Ver. beams at Verandah 6.0 4.50 0.75 1.21
$ RCC floor beams at Terrace floor level
1.0 316.97 1011.75
Cuft Sqft
TOTAL
5.9 RCC staircase
Qty. is same as per RCC floor beams at First floor level
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 40 OF 62
$ From Ground to First floor level
Mid landing 1.0 7.25 3.83 0.50
Floor landing 1.0 99.50 Area 0.50
Flight 01
Waist slab 1.0 13.87 3.50 0.50
Steps 14.0 3.50 0.83 0.50
Flight 02
Waist slab 1.0 7.07 3.50 0.50
Steps 9.0 3.50 0.83 0.50
TOTAL
6. REINFORCEMENT WORK
RCC Footings 1.0 107.30 1.42
Cuft Kg / Cuft
RCC Ground beams 1.0 37.25 2.27
Cuft Kg / Cuft
RCC copings 1.0 49.06 1.42
Cuft Kg / Cuft
RCC Grade Slab 1.0 255.45 0.99
Cuft Kg / Cuft
RCC Columns 1.0 83.63 3.12
Cuft Kg / Cuft
RCC Lintels 1.0 88.00 1.42
Cuft Kg / Cuft
RCC floor slab 1.0 643.94 1.42
Cuft Kg / Cuft
RCC floor beams 1.0 633.94 2.55Cuft Kg / Cuft
RCC staircase 1.0 117.07 1.42
Cuft Kg / Cuft
TOTAL
7. MASONRY WORK
7.1 Masonry for foundation work upto OGL
27" Thick (1st Step)
Hor. Walls 2.0 37.50 2.25 0.58Ver. Walls 3.0 20.00 2.25 0.58
Walls of Verandah
Hor. Walls 1.0 22.50 2.25 0.58
Ver. Walls 2.0 4.50 2.25 0.58
23" Thick (2nd Step)
Hor. Walls 2.0 37.50 1.92 0.58
Ver. Walls 3.0 20.00 1.92 0.58
Walls of Verandah
Hor. Walls 1.0 22.50 1.92 0.58
Ver. Walls 2.0 4.50 1.92 0.58
18" Thick (3rd Step)
Hor. Walls 2.0 37.50 1.50 0.58
Ver. Walls 3.0 20.00 1.50 0.58
Walls of Verandah
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MEAS. SHEET 41 OF 62
Hor. Walls 1.0 22.50 1.50 0.58
Ver. Walls 2.0 4.50 1.50 0.58
14" Thick (4th Step)
Hor. Walls 2.0 37.50 1.17 3.75
Ver. Walls 3.0 20.00 1.17 3.75
Walls of Verandah
Hor. Walls 1.0 22.50 1.17 3.75
Ver. Walls 2.0 4.50 1.17 3.75
TOTAL
7.2 9" thick Masonry work
7.2.1 From OGL upto plinth
Hor. Walls 2.0 37.50 0.75 2.00
Ver. Walls 3.0 20.00 0.75 2.00
Walls of Verandah
Hor. Walls 1.0 37.50 0.75 2.00
Ver. Walls 2.0 4.50 0.75 2.00
Hor. Wall of Server room 1.0 7.25 0.75 2.00
TOTAL
7.2.2 Floor levels (above plinth)
$ Ground floor level
Hor. Walls 2.0 37.50 0.75 10.42
ded of windows -12.0 2.50 0.75 4.00
-1.0 4.00 0.75 4.00
ded of opening -1.0 7.25 0.75 7.00
Ver. Walls 3.0 20.00 0.75 10.42
ded of doors -1.0 4.00 0.75 7.00
-1.0 3.00 0.75 7.00
ded of windows -2.0 4.00 0.75 4.00
Wall at Cantilever slab 2.0 4.92 0.75 1.50
2.0 7.92 0.75 1.50
1.0 8.00 0.75 1.50
$ First floor level
Qty. is same as per Ground floor level 1.0 891.75 Cuft
TOTAL
7.2.3 Terrace floor level
Staircase cabin 0.0 7.25 0.75 8.00
0.0 21.50 0.75 8.00
ded of door 0.0 3.00 0.75 7.00
ded of windows 0.0 2.50 0.75 4.00
Perapet wall 1.0 54.00 0.75 3.00
TOTAL
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MEAS. SHEET 42 OF 62
7.3 Half brick masonry work
7.3.1 Ground floor level (above plinth)
Hor. Wall of Server room 1.0 7.25 7.00
TOTAL
7.3.2 Terrace floor level
Perapet wall 1.0 29.50 3.00
TOTAL
7.4 Masonry steps
1st Step (Bottom side) 1.0 12.00 5.00 1.25
2nd Step 1.0 10.00 4.00 0.50
3rd Step 1.0 8.00 3.00 0.50
4th Step 1.0 6.00 2.00 0.50
TOTAL
8. PLASTERING WORK
8.1 Internal wall plsater
$ Ground floor level
Staff room 1.0 96.00 12.00
ded of doors -0.5 4.00 7.00
-0.5 3.00 7.00
ded of windows -6.0 2.50 4.00
-1.0 4.00 4.00
Staircase 1.0 65.00 12.00
ded of doors -0.5 4.00 7.00
-0.5 3.00 7.00
ded of opening -1.0 7.25 7.00
addition of jambs and soffits 1.0 21.25 0.75
ded of window -0.5 4.00 4.00
Ver. Wall of Server room (on both faces) 2.0 7.25 7.00
$ First floor level
Qty. is same as per Ground floor level 1.0 1865.69 Sqft
TOTAL
8.1.2 Terrace floor level
Staircase cabin 0.0 65.00 8.00
ded of door 0.0 3.00 7.00
ded of windows 0.0 2.50 4.00
Internal side of Perapet wall 1.0 54.00 3.75
1.0 28.00 4.88
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 43 OF 62
TOTAL
8.2 Internal ceiling plsater
$ Ground floor level
Staff room 1.0 28.00 20.00
StaircaseBelow Flight 01 1.0 13.87 3.50
Below mid landing 1.0 7.25 3.83
Below Flight 02 1.0 7.07 3.50
Below floor landing 1.0 99.50 Area
Verandah 1.0 29.50 4.50
On sides of beams 6.0 20.00 1.58
$ First floor level
Qty. is same as per Ground floor level 1.0 1083.34 Sqft
TOTAL
8.3 External wall plsater
External periphery 1.0 127.00 29.00
ded of windows -6.0 2.50 4.00
-3.0 4.00 4.00
ded of opening at Verandah side -2.0 37.50 10.00
Staircase cabin external periphery 1.0 69.50 8.00
ded of door -0.5 3.00 7.00
ded of windows -1.0 2.50 4.00
TOTAL
9. INTERNAL FINISHES WORK
9.1 Mosaic tiles flooring
$ Ground floor level
Staff room 1.0 28.00 20.00
addition of door sill 1.0 4.00 0.75
Server room 1.0 7.25 3.29
addition of door sill 1.0 3.00 0.75
$ First floor level
Qty. is same as per Ground floor level 1.0 589.11 Sqft
TOTAL
9.2 3" high Mosaic tiles skirting
$ Ground floor level
Staff room 1.0 96.00ded of door -1.0 4.00
-1.0 3.00
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 44 OF 62
Server room 1.0 21.42
ded of door -1.0 3.00
$ First floor level
Qty. is same as per Ground floor level 1.0 107.42 Rft
TOTAL
9.3 2.5" thick IPS flooring
$ Ground floor level
Verandah + Stair floor area 1.0 294.96 Area
$ First floor level
Balcony 1.0 240.35 Area
TOTAL
10. JOINERY AND METAL WORK
10.1 Wooden panel doors
Main door 2.0 4.00 7.00
Server room door 1.0 3.00 7.00
Staircase cabin door 1.0 3.00 7.00
TOTAL
10.2 Metal windows
Metal windows 24.0 2.50 4.006.0 4.00 4.00
Staircase cabin windows 2.0 2.50 4.00
TOTAL
10.3 MS railing at Staircase
$ Ground floor level
Flight 01 1.0 11.98
Mid landing 1.0 0.75
Flight 02 1.0 6.17
Floor landing 1.0 0.75
$ First floor level
Flight 01 1.0 11.98
Mid landing 1.0 0.75
Flight 02 1.0 6.17
Floor landing 1.0 3.75
Balcony railing 1.0 46.50
TOTAL
11. WATERPROOFING WORK
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 45 OF 62
11.1 Terrace waterproofing work
At main terrace 1.0 28.00 25.25
TOTAL
11.2 Crystalline waterproofing work
$ Ground floor planAt sunk slab above Verandah
On floor 2.0 4.92 3.75
2.0 7.92 3.75
1.0 8.00 3.75
On wall 2.0 17.33 1.50
2.0 23.33 1.50
1.0 23.50 1.50
$ First floor plan
Qty. is same as per Ground floor plan 1.0 283.50 Sqft
TOTAL
12. PAINTING WORK
12.1 Internal wall painting
Qty. is same as per Internal wall plaster 1.0 4070.38 Sqft
TOTAL
12.2 Internal ceiling paintingQty. is same as per Internal ceiling plaster 1.0 2166.68 Sqft
TOTAL
12.3 External wall painting
Qty. is same as per External wall plaster 1.0 3360.50 Sqft
TOTAL
13. MISCELLANEOUS WORK
13.1 GI sheets
GI sheets at Staircase cabin 1.0 7.25 8.33
TOTAL
14. ELECTRICAL AND COMMUNICATION WORK
15. PLUMBING WORK
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 46 OF 62
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 47 OF 62
1388.50
2050.41
2029.81
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MEAS. SHEET 48 OF 62
5468.71
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 49 OF 62
QTY.
40.50
69.3885.50
13.88
11.08
220.33
Cuft
45.00
75.00
90.00
15.00
11.67
236.67
Cuft
33.75
56.25
67.50
11.25
8.75
177.50
Cuft
26.25
43.75
52.50
8.75
8.75
140.00
Cuft
26.25
43.75
52.50
8.75
7.50
138.75
Cuft
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MEAS. SHEET 50 OF 62
26.25
43.75
52.50
7.50
5.63
135.63
Cuft
336.00
739.50
700.00
1232.50
840.00
1479.00
140.00
246.50
112.00
217.50
312.00
688.50
650.00
1147.50
780.00
1377.00
130.00
229.50
104.00
202.50
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MEAS. SHEET 51 OF 62
312.00
607.50
260.00390.00
1012.50
624.00
1215.00
130.00
202.50
104.00
175.50
312.00
526.50
520.00
877.50
624.00
1053.00
130.00
175.50
78.00
175.50
312.00
310.50
520.00
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MEAS. SHEET 52 OF 62
517.50
624.00
621.00
104.00103.50
78.00
94.50
234.00
310.50
390.00
517.50
468.00
621.00
78.00
94.50
52.00
81.00
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 53 OF 62
236.67
-1278.81
-336.75
-107.30
-18.00
956.67
312.73
226.78
-8.02
Cuft
55.31
89.06
45.00
189.38
378.75
Cuft
975.00
975.00
Sqft
112.50
90.00
56.25
12.00
42.81
23.19
336.75
Cuft
75.00
32.30
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MEAS. SHEET 54 OF 62
107.30
Cuft
27.13
10.13
37.25
Cuft
28.13
22.50
14.06
3.00
-13.56
-5.06
49.06
Cuft
163.33
53.39
38.72
255.45
Cuft
14.53
3.47
18.00
Cuft
18.85
2.60
6.98
18.85
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MEAS. SHEET 55 OF 62
2.60
6.98
56.87
Cuft
7.071.69
8.76
Cuft
23.44
18.75
-2.27
4.08
44.00
88.00
Cuft
262.86
406.25
-25.17
643.94
Cuft
112.50
180.00
24.47
316.97
633.94
Cuft
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 56 OF 62
13.90
49.75
24.27
10.21
12.38
6.56
117.07
Cuft
152.04
Kg
84.45
Kg
69.52
Kg
253.36
Kg
260.68
Kg
124.69
Kg
912.42
Kg
1616.84Kg
165.87
Kg
3639.88
Kg
98.4478.75
29.53
11.81
83.85
67.08
25.16
10.06
65.63
52.50
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 57 OF 62
19.69
7.88
328.13
262.50
98.44
39.38
1278.81
Cuft
112.50
90.00
56.25
13.50
10.88
283.13
Cuft
585.94
-90.00
-12.00
-38.06
468.75
-21.00
-15.75
-24.00
11.06
17.81
9.00
891.75
1783.50
Cuft
0.00
0.00
0.00
0.00
121.50
121.50
Cuft
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 58 OF 62
50.75
50.75
Sqft
88.50
88.50
Sqft
75.00
20.00
12.00
6.00
113.00
Cuft
1152.00
-14.00
-10.50
-60.00
-16.00
780.00
-14.00
-10.50
-50.75
15.94
-8.00
101.50
1865.69
3731.38
Sqft
0.00
0.00
0.00
202.50
136.50
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 59 OF 62
339.00
Sqft
560.00
48.54
27.79
24.76
99.50
132.75
190.00
1083.34
2166.68
Sqft
3683.00
-60.00
-48.00
-750.00
556.00
-10.50
-10.00
3360.50
Sqft
560.00
3.00
23.86
2.25
589.11
1178.23
Sqft
96.00-4.00
-3.00
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MEAS. SHEET 60 OF 62
21.42
-3.00
107.42
214.83Rft
294.96
240.35
535.31
Sqft
56.00
21.00
21.00
98.00
Sqft
240.0096.00
20.00
356.00
Sqft
11.98
0.75
6.17
0.75
11.98
0.75
6.17
3.75
46.50
88.80
Rft
8/7/2019 Qty. ion Sheet
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MEAS. SHEET 61 OF 62
707.00
707.00
Sqft
36.88
59.38
30.00
52.00
70.00
35.25
283.50
567.00
Sqft
4070.38
4070.38
Sqft
2166.68
2166.68
Sqft
3360.50
3360.50
Sqft
60.42
60.42
Sqft
8/7/2019 Qty. ion Sheet
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