Latrine Skelten
15
Name of work: Construction of a latrine at S.No . Description of work No Measurements. Conten ts L B D 1 Earthwork excavation in all clauses of soils with initial lead and lift as per SS20 for foundation. Wall all-round 1 20.72 0.75 0.75 11.66c um c/s wall 1x2 4.92 0.75 0.75 5.54cu m Septick tank 1 4.46 2.46 1.50 16.46c um 33.66c um 2 Filling with carted sand including all cost and conveyance and all labour charges etc. complete. Basement: w.c.room 1x2 5.33 0.78 0.30 2.44cu m Passa ge 1 5.22 1.78 0.30 2.79cu m 5.23cu m 3 Cement concrete 1`:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc. complete.
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Transcript of Latrine Skelten
Name of work: Construction of a latrine at
S.No.
Description of workNo Measurements.
Contents
L B D
1 Earthwork excavation in all clauses of soils with initial lead and lift as per SS20 for foundation.Wall all-round 1 20.72 0.75 0.75 11.66c
umc/s wall 1x2 4.92 0.75 0.75 5.54cu
mSeptick tank 1 4.46 2.46 1.50 16.46c
um33.66c
um
2 Filling with carted sand including all cost and conveyance and all labour charges etc. complete.Basement: w.c.room 1x2 5.33 0.78 0.30 2.44cu
m Passage 1 5.22 1.78 0.30 2.79cu
m5.23cu
m
3 Cement concrete 1`:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc. complete.Foundation: Main wall all-round
1 20.72 0.75 0.30 4.66cum
c/s wall 2x1 4.92 0.75 0.30 2.21cum
Basement: w.c.room 1x2 5.22 0.78 0.10 0.81cum
Passage 1x1 5.22 1.78 0.10 0.93cu
m Septic tank 1 4.46 2.46 0.10 1.10cu
mDeduct:w.c. portion in floor
2x5 0.40 0.30 0.10 0.12cum
9.59cum
4. Random Rubble Masonry in cement mortar 1:5, mix using required bond stone with simultaneous pointing etc. complete.I st footing: Wall all-round
1 20.72 0.60 0.45 5.59cum
c/s wall 1x2 5.07 0.60 0.45 2.74cum
IInd forint: Wall all-round
1 20.72 0.45 0.50 4.66cum
c/s wall 1x2 5.22 0.45 0.50 2.35cum
15.34cum
S.No.
Description of workNo Measurements.
Contents
L B D
5 Brickwork in cement mortar 1:5, mix using country bricks including all cost and conveyance and all labour charges etc. complete.Plinth core wall: wall all-round
1x2
20.72 0.055
0.11 0.25cum
c/s wall 2x2
5.22 0.055
0.11 0.13cum
Superstructure wall all-round
1x2
20.72 0.23 2.40+2.2
21.92cum
Passage rear wall 1 2.00 0.23 2.40 1.10cu
mW.C.room c ros wall 2x
41.00 0.11 1.80 1.58cu
mSeptic tank 1 12.92 0.23 1.50 4.46cu
mWater tub 1 6.92 0.23 1.00 1.59cu
mSteps L.S. 0.63cu
mDeductions:Door 5x
20.75 0.23 2.00 3.45cu
m RCC jolly 5x
20.30 0.23 0.30 0.21cu
m Lintel 1x
25.90 0.23 0.15 0.41cu
m27.59c
um
6 Supplying and fabrication of steel for RCC works including all cost and conveyance and all labour charges etc. complete.As per steel schedule 4.70qtl
.
7. Centering soffits for RCC works including all cost and conveyance and all labour charges etc. complete.Lintel alround 2 sides 2x
212.26 - 0.15 7.36sq
m Bottom of door 2x
50.75 0.23 - 1.7
3sqmRoof slab bottom 1x
25.44 1.00 - 10.88s
qmProjection bottom 2x
25.90 0.20 - 4.72sq
mSide all-round 2x
115.52 - 0.10 3.10sq
mTub beam two sides 1x
22.46 - 0.23 1.13sq
mBottom of tub 1 1.23 2.00 - 2.46sq
mTub slab side all-round 1 7.84 - 0.10 0.78sq
m32.16s
qm
S.No.
Description of workNo Measurements.
Contents
L B D
8 R.C.C.1:1 ½:3 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc. complete.Plinth Beam : al round 1 20.72 0.34 0.11 0.77cu
m Cross wall 1x2 5.33 0.34 0.11 0.40
cumLintel 1x2 5.90 0.23 0.15 0.41
cumRoof slab 1x2 5.90 1.86 0.10 2.19
cumTub beam 1x2 2.46 0.23 0.23 0.26
cumTub bottom slab 1 2.46 1.46 0.10 0.36
cumSeptic tank cover slab 1x9 2.46 0.50 0.075 0.83
cum5.22cu
m
9 Paving the floor with good quality of ceramic tiles including all cost and conveyance etc. complete.W.C.room floorAdd door wayDeduct: w.c. portionPassage floor
Add front open door way
10 Daddoring wall with good quality of ceramic tiles including all cost and conveyance and all labour charges etc. complete.
11 Granolithic type floor concrete in cement concrete in 1:2;4 mix using 10-12mm chips including all cost and conveyance etc. complete.W.C. portionDoor wayDeduct w.c.portion.
S.No.
Description of workNo Measurements.
Contents
L B D
12 Plastering with cement mortar 1:5 mix using 12mm thick including all cost and conveyance etc. complete.w.c.rom inner all-round below c/s wall
2x5 4.00 - 1.80 72.00sqm
_d0_above c/s wall 1x2 1.84 - .6+.4/2
13.84sqm
Top of c/s wall 2x5 1.00 0.11 - 1.10sqm
Passage wall 3 sides 1 13.34 - 2.40 32.02sq
mWater tub inner 1 6.00 - 1.00 6.00sq
mTop of tub 1 6.92 0.23 - 1.59sq
mTub outer all-round 1 7.84 - 1.00 7.84sq
mBuilding outer all-round 1 21.64 - -2.20 47.61sq
mGable wall 1/2
x2x2
1.46 - 0.2/2 0.29sqm
Passage rear wall portion
1 2.00 - 1.50 3.00sqm
Soffits of door 2x5 4.75 0.23 - 10.93sqm
Front open soffits 1x2 - 0.23 2.40 1.10sqm
Soffits of rcc jolly 2x5 1.20 0.10 - 2.16sqm
Brickondege all-round 1 22.52 0.22 - 4.95sqm
Top roof slab 1x2 5.90 1.86 - 21.95sqm
Ceiling 1x2 5.44 1.00 - 10.88sqm
Two sides projection 2x2 5.90 0.20 - 4.72sqm
Add for steps 1.92sqm
Septic tank inner all-round
1 12.00 - 1.50 18.00sqm
Deductions:Door 2x5 0.75 - 2.00 15.00sq
mRCC jolly 2x5 0.30 - 0.30 0.90sq
mFront open 1 2.00 - 2.00 4.00sq
m242.00s
qm
13 White washing two coats including all cost
and conveyance and all labour charges etyc. Complete.w.c.rom inner all-round below c/s wall
2x5 4.00 - 1.80 72.00sqm
_d0_above c/s wall 1x2 1.84 - .6+.4/2
13.84sqm
Top of c/s wall 2x5 1.00 0.11 - 1.10sqm
Passage wall 3 sides 1 13.34 - 2.40 32.02sqm
Water tub inner 1 6.00 - 1.00 6.00sqm
Top of tub 1 6.92 0.23 - 1.59sqm
Soffits of door 2x5 4.75 0.23 - 10.93sqm
137.48sqm
S.No.
Description of workNo Measurements.
Contents
L B D
137.48sqm
Front open soffits 1x2 - 0.23 2.40 1.10sqm
Soffits of rcc jolly 2x5 1.20 0.10 - 2.16sqm
Top roof slab 1x2 5.90 1.86 - 21.95sqm
Ceiling 1x2 5.44 1.00 - 10.88sqm
Two sides projection 2x2 5.90 0.20 - 4.72sqm
Deductions:Door 2x5 0.75 - 2.00 15.00sq
mRCC jolly 1x5 0.30 - 0.30 0.45sq
m 162.8
4sqm
14 Colourwashing two coats including all cost
and conveyance and all labour charges etc. complete.Building outer all-round 1 21.64 - -2.20 47.61sq
mGable wall 1/2
x2x2
1.46 - 0.2/2 0.29sqm
Passage rear wall portion
1 2.00 - 1.50 3.00sqm
Brickondege all-round 1 22.52 0.22 - 4.95sqm
Basement alround 1 22.52 - 0.50 11.26sqm
Deductions:RCC jolly 1x5 0.30 - 0.30 0.45sq
mFront open 1 2.00 - 2.00 4.00sq
m62.66sq
m
15. Painting with ready mixed paint two coats including all cost and conveyance etc. complete.W.C.Doors 2x2
x50.75 - 1.80 27.00sq
mFront door 1x2 2.00 - 2.00 8.00sq
m35.00sq
m
16. Towards cost and supply of water closets and stone ware pipes including all cost and conveyance etc. complete.
L.S.
17. Towards cost and supply of steel door of size 0.75m x 1.80m
10Nos.
18. Towards cost and supply of steel door of size 2.00m x 2.00m
1No.
S.No.
Description of workNo Measurements.
Contents
L B D
19. Towards cost and supply of RCC jolly including all cost and conveyance of size 0.30m x 0.30m
10Nos.
20. Towards water supply of water arrangements
L.S.
21. Towards Electrification wiring charges
L.S.
22. Towards lettering Name board
L.S.
23. Towards cost supply of lock & key.
L.S.
24. Contigencies and other unforeseen charges.
L.S.
Assistant Engineer (R.D.), Rajapalayam.
Name of work: Construction of a latrine at-----------------------------------------------------------------------
S.No.
Quantity
Description of work Rate per Amount
1
cum
Earthwork excavation in all clauses of soils with initial lead and lift etc .complete for foundation as per SS 20 B for foundation
1cum
2
cum
Filling with carted sand including all cost and conveyance and all labour charges etc. complete.
1cum
3
cum
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance etc. complete.
1cum
4
cum
Random Rubble Masonry in cement mortar 1:5, mix using country bricks including all cost and conveyance etc. complete.
1cum
5
cum
Brickwork in cement mortar 1:5, mix using country bricks including all cost and conveyance etc. complete.
1cum
6
Qtl.
Supplying and fabrication of steel for RCC works including all cost and conveyance etc. complete.
1qtl.
7
sqm
Centering soffits for RCC works including all cost and conveyance and all labour charges etc. complete.
1cum
8
cum
R.C.C.1:1 ½:3 mix using 20mm ISS HBG metal inclluding all cost and conveyance etc. com plete.
1cum
9
sqm
Paving the floor with good quality of ceramic tiles including all cost and conveyance and all labour charges.
1sqm
10
sqm
Dadooring wall with good quality of ceramic tiles including all cost and conveyance and all labour charges.
1sqm
11
cum
Granolithic type concrete in cement concrete 1:2:4 mix using 10 12mm chips including all cost and conveyance etc. complete.
1cum
12
sqm
Plastering with cement mortar 1:5,12mm thick including all cost and conveyance and all labour charges etc. complete.
1sqm
c/o
S.No.
Quantity
Description of work Rate per Amount
B/F
13
sqm
White washing two coats including all cost and conveyance and all labour charges etyc. Complete.
1sqm
14 Colourwashing two coats including all cost and conveyance and all labour
1sqm
charges etc. complete.15 Painting with ready mixed
paint two coats including all cost and conveyance etc. complete.
1sqm
16 Towards cost and supply of water closets and stone ware pipes including all cost and conveyance etc. complete.
L.S.
17 Towards cost and supply of steel door of size 0.75m x 1.80m
L.S.
18 Towards cost and supply of steel door of size 2.00m x 2.00m
L.S.
19 Towards cost and supply of RCC jolly including all cost and conveyance of size 0.30m x 0.30m
L.S.
20 Towards water supply of water arrangements
L.S.
21 Towards Electrification wiring charges
L.S.
22 Towards lettering Name board
L.S.
23 Towards cost supply of lock & key.
L.S.
24 Contigencies and other unforeseen charges.
L.S.
Total
Assistant Engineer (R.D.), Rajapalayam.
Specification report to accompany the estimate for the work of construction of a latrine at
Estimate Amount Rs.
It is proposed to construct a latrine complex at under As per the District Collector’s proceedings No: datedAdopting current schedule of rates for the year 2008_09.
The building contains 10 sets of toilet with size 1.00m x 1.00mwith a passage of 2.00m width.
The following provisions are made in this estimate,
The foundation earth work will be excavated to a width of 0.75m to a depth of 0.75m. In which cement concrete 1:4:8 mix using 40mm ISS HBG metal to a thick of 0.40m. R R. Masonry will be constructed to section of 0.60 x0.45m and 0.45 x 0.60m respectively. The superstructure wall will be in brickwork using country bricks to a thick of 0.23m and to height of 2.40m in front and 2.20m in rear side.
Necessary reinforcement concrete will be provided for plinth beam, lintel and roof slab. For water facilities a tub in brickwork will be constructed in roof level.
The inner and outer wall will be plastered with cement mortar 1;5, 12mm thick. The inner and outer wall will be whitewashed and colour washed respectively. The door will be painted with good enamel paint two coats.
Necessary provisions are made for steel doors, R C C jolly, water facilities, name board, lock, and electrification wiring etc.
On sanction of this estimate, the work will be carried out as per standard specifications and other relevant circular in force.
Assistant Engineer (R.D.), Rajapalayam.
