GOVERNMENT OF TELANGANA

TRIBAL WELFARE ENGINEERING Dept.

DETAILED CUM ABSTRACT ESTIMATE

NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL AT CHUCH

COMPOUND, CHITHIRYALA COLONY (V) LAXMIDEVIPALLY (M) IN BHADRADRI
KOTHAGUDEM (Dist.)

Name of the District : Bhadradri Kothagudem

Name of the Division : TW Divn., Bhadrachalam
Name of the Sub Division : TWSD - Paloncha
Name of the Mandal : Kothagudem
Estimate Cost : 3.60 Lakhs
 GENERAL ABSTRACT
NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL AT CHUCH
COMPOUND, CHITHIRYALA COLONY (V) LAXMIDEVIPALLY (M) IN
BHADRADRI KOTHAGUDEM (Dist.)

Sl.
Name of Component Amount in Rs.
No.
1 C/o Compound wall 313083.00
SUB TOTAL :: 313083.00
2 GST @ 12% 37570.00

3 LS Provision for Unfore seen Items 9347.00

GRAND TOTAL :: 360000.00

Assistant Engineer, Dy. Executive Engineer, Executive Engineer,

TW Aswapuram TWSD - Paloncha TWD Bhadrachalam
 Detailed cum Abstract Estimate

NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL AT CHUCH COMPOUND,

CHITHIRYALA COLONY (V) LAXMIDEVIPALLY (M) IN BHADRADRI KOTHAGUDEM (Dist.)
Sl. DESCRIPTION OF
No's L B D/H Qty Unit Rate Per Amount
No ITEM
1 2 3 4 5 6 7 8 9 10
1 Earth work excavation for foundations and depositing on bank for all
lifts and with an initial lead of 10m including all operational, incidental,
seigniorage charges, labour charges such as shoring ,sheeting,
planking, strutting, dewatering etc. complete for finished item of work
as per SS - 20 B (APSS 308). for Building Foundation.
For Column Footings 1 x 21 0.75 0.75 0.75 8.86
1 x 3 1.50 1.50 0.75 5.06
13.92 Cum 339.40 /Cum 4724.00
2 Plain Cement Concrete (1:4:8) proportion (cement: fine aggregate:
Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970)
machine crushed metal from approved quarry including cost and
conveyance of all materials like cement, sand, coarse aggregate, water
etc. to site, mixing concrete in concrete mixer including seigniorage
charges, sales & other taxes on all materials, all operational, incidental,
and labour charges such as laying and ramming concrete in layers in
position not exceeding 15cm, finishing top surface, curing concrete,
etc., complete
For Column for finished1 item
Footings of work
x 21 (APSS0.75
0.75 No. 402) for Levelling
0.10 1.18
1 x 3 1.50 1.50 0.10 0.68
Under Plinth Beam 1 x 1 65.00 0.23 0.10 1.50
3.36 Cum 3920.65 /Cum 13173.00
3 Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix
corresponding to IS 456 using 20mm size graded machine crushed hard
granite metal (coarse aggregate) from approved quarry including cost
and conveyance of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site and including Seigniorage charges,
sales & other taxes on all materials including all operational, incidental
and labour charges such as machine mixing, laying concrete, curing
etc.,complete but excluding cost of steel and its fabrication charges for
finished item of work (APSS No. 402) including centering, shuttering,
laying concrete, vibrating, curing etc. complete
A) Footings
For Column Footings 1 x 21 0.75 0.75 0.23 2.72
1 x 3 1.50 1.50 0.23 1.55
4.27 Cum 8237.85 /Cum 35176.00
B) Plinth Beam
1 x 1 65.00 0.23 0.23 3.44
3.44 Cum 10452.35 /Cum 35956.00
C) Columns
1 x 21 0.23 0.23 2.10 2.33
1 x 3 0.23 0.23 2.10 0.33
2.66 Cum 10143.45 /Cum 26982.00
4 Brick Masonry in superstructure with CM (1:8) prop: using second class
bricks of size 23 x 11 x 7 Cms from approved source having minimum
crushing strength of 40 Kg/Sqcm. including cost and conveyance of all
materials like cement, sand, bricks, water etc., to site, including
seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing cement
mortar, constructing masonry, scaffolding charges, lift charges, curing,
etc., complete for finished 1 itemx of1work.
65.00 0.23 1.50 22.43
22.43 Cum 5454.05 /Cum 122334.00
5 Plastering 16mm thick in two coats with base coat of 12mm thick in CM
(1:5) and top coat of 4mm thick in CM (1:4) dubara sponge finish
including cost and conveyance of all materials like cement, screened
sand, water etc., to site, seigniorage charges, sales & other taxes on
all materials, all operational, incidental and labour charges such as
mixing mortar,scaffolding charges, lift charges, finishing,including
cutting of Grooves wherever necessary as directed by Engineer - in -
charge, curing, etc., for Uneven Surfaces of Brick Wall complete for
finished
Alrounditem of work. (APSS
Compound wall 901,903 & 904).
1 x 1 65.00 - 1.70 110.50
top 1 x 1 65.00 0.23 - 14.95
125.45 Sqm 3976.55 /10 Sqm 49886.00
Sl. DESCRIPTION OF
No's L B D/H Qty Unit Rate Per Amount
No ITEM
1 2 3 4 5 6 7 8 9 10
6 Earth
Paintingwork
toexcavation
New Externalfor foundations
Walls withand twodepositing
coats ofonPolymer
bank for Plastic
all
lifts and with
Emulsion paintan of
initial lead/ of
Asian 10m including
Berger / Nerolacall/operational, incidental,or
Saicoat / Endocem
seigniorage charges,
equalent quality labour charges
of approved brandsuch
andasshade
shoringas,sheeting,
approved by the
planking, strutting,
Engineer dewatering
- in - Charge over baseetc. complete for finished
coat of cement itemwater
primer of work
base
as per -II
grade SS exterior
- 20 B (APSS
making308). for coats
three Building Foundation.
in all to give an even shade after
thoroughly brushing the surface to remove all loose powdered
materials, including cost and conveyance of all materials, including cost
and conveyance of all materials, cost of brushes, water to site, etc.,
sales & other taxes, all operational, incidental and labour charges such
as scaffolding charges, lift charges, curing etc., complete for finished
item of work wall
Compound in all alround
floors for external Walls.(APSS No. 911)
1 x 1 65.00 - 1.70 110.50
top 1 x 1 65.00 0.23 - 14.95
125.45 Sqm 1585.25 /10 Sqm 19887.00
7 Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500
grade as per IS 1786-1979) of different diameters for RCC works,
including labour charges for straightening, cutting, bending to required
sizes and shapes, placing in position with cover blocks of approved
materials and size and tying and lapsplicing with binding wire of 18
SWG, forming grills for reinforcement work as per approved designs
and drawings, including cost and conveyance of steel bars, including all
wastages such as overlaps, couplings, chairs, spacer bars including cost
and conveyance of binding wire, cover blocks and all incidental,
operational, laour charges such as cutting, bending placing in position,
tying including sales and other taxes on all materials etc., complete for
finished item of work in all floors. (APSS No.126)
0.90 MT 55167.00 /MT 4965.00

313083.00

Assistant Engineer, Dy. Executive Engineer, Executive Engineer,

TW Aswapuram TWSD - Paloncha TWD Bhadrachalam
 LEAD CHART

NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL AT CHUCH COMPOUND, CHITHIRYALA COLONY (V)
LAXMIDEVIPALLY (M) IN BHADRADRI KOTHAGUDEM (Dist.)
AS PER SCHEDULE OF RATES FOR BUILDINGS / IRRIGATION FOR THE YEAR 2018 - 2019
nm 25% Allowance

Allowance
Initial Cost Loading Unloading
on Loading
Sl. Index Lead in Conveyance excluding Charges Charges Unit
Description Source of Material & Unloading Total Remarks
No. code Km Charges Seigionarage (Manual (Mechanical per
manual
Charges means) means)
means
1 2 3 4 5 6 7 8 9 10 11 12 13
1 Coarse Sand for Mortar 27 Bhadrachalam 35.00 401.72 570.00 14.61 0.00 986.33 Cum.

2 Coarse Sand for filling 27 Bhadrachalam 35.00 401.72 570.00 14.61 0.00 986.33 Cum.

3 Fine sand (screened) 28 Bhadrachalam 35.00 401.72 760.00 14.61 0.00 1176.33 Cum.
Intial rate
including
4 Gravel M-008 Local 10.00 110.47 98.00 14.61 0.00 223.08 Cum.
loading
charges
R.R. Stone (Granite,
5 12.g Local 10.00 110.47 306.00 14.61 0.00 431.08 Cum.
Dolamite &Trap variety)
CR Stone (30cm x 30cm x
6 13 Local 10.00 110.47 561.00 14.61 0.00 686.08 Cum.
45 cm)
Bond stone 76
7 Local 10.00 110.47 1208.33 14.61 0.00 1333.41 Cum.
(600x200x200mm)
6mm M/c HBG Metal
8 33.a Thoggudem 45.00 502.22 698.25 14.61 0.00 1215.08 Cum.
Nominal size
10mm M/c HBG Metal
9 33.b Thoggudem 45.00 502.22 888.25 14.61 0.00 1405.08 Cum.
Nominal size
13.2/12.5mm M/c HBG
10 33.c Thoggudem 45.00 502.22 1043.25 14.61 0.00 1560.08 Cum.
Metal Nominal size
20mm M/c HBG Metal
11 33.d Thoggudem 45.00 502.22 1154.50 14.61 0.00 1671.33 Cum.
Nominal size
40mm M/c HBG Metal
12 33.f Thoggudem 45.00 502.22 698.25 14.61 0.00 1215.08 Cum.
Nominal size
Loading &
2nd Class Bricks of size TBSC-A.I- 1000 Unloading
13 Gondigudem 10.00 177.72 5700.00 55.38 55.38 27.69 6016.17
23x11x7cm 01 Nos Manual
means

Compound wall at Church Aswapuram LEAD 2018-2019 5 of 15

 Loading &
Fly Ash bricks of 290 x 140 TBSC- 1000 Unloading
14 10 917.04 24000.00 285.76 285.76 142.88 25631.44
x 225 mm of 50Kg/SqCmt A.II-08 Nos Manual
means
Loading &
Fly Ash bricks of 290 x
TBSC- 1000 Unloading
15 110/112 x 140 mm of 10 431.86 11000.00 134.57 134.57 67.29 11768.30
A.II-11 Nos Manual
50Kg/SqCmt
means
Loading &
Polished Bethamcherla
TBSC-B.I- 10 Unloading
16 coloured stone minimum Khammam 85.00 312.79 2730.00 30.92 15.46 11.60 3100.77
09 Sqm. Manual
22 - 25 mm thick
means
High Polished Granite
TBSC- 10
17 Slabs 16 to 18mm thick At Site 31180.00 22.37 11.18 8.39 31221.94
B.III-03 Sqm.
upto 8'-0" (2.43 Mts)
Polished Shahabad Loading &
(Tandur Blue) stones of 15 TBSC-B.I- 10Sq Unloading
18 Khammam 85.00 219.62 1640.00 21.71 10.86 8.14 1900.33
to 18mm thick (0.254M 03 m. Manual
x0.254M) means
Shahabad/Tandur Rough
TBSC-B.I- 10Sq
19 stone slabs minimum Khammam 85.00 432.58 1230.00 42.76 21.38 16.04 1742.76
02 m.
25mm to 40mm thick

Polished Kadapa Slab of TBSC-B.I- 10Sq

20 Khammam 611.00 1501.50 1380.00 21.71 10.86 8.14 2922.21
15 - 18 mm thick 06 m.
Unloading
Ordinary Portland Cement
18 At Site 0.00 5500.00 0.00 66.45 16.61 5583.06 M.T Manual
43 Grade
means
Mild Steel Bars (Fe 250)
19 At Site 0.00 43500.00 0.00 79.65 19.91 43599.56 M.T -do-
for 6mm
High Yield Strength
20 Deformed Bars (Fe 500) At Site 0.00 41500.00 0.00 79.65 19.91 41599.56 M.T -do-
for 8mm to 40mm dia
High Yield Strength
20 Deformed Bars (Fe 415) At Site 0.00 0.00 0.00 79.65 19.91 99.56 M.T -do-
for 8mm to 40mm dia
Mild Steel, Structural steel,
21 I,e, Angles, Channels & I- At Site 0.00 42500.00 0.00 79.65 19.91 42599.56 M.T -do-
Sections
22 M.S. Plates At Site 0.00 43500.00 0.00 79.65 19.91 43599.56 M.T -do-

Note :- Rates of CEMENT and STEEL for the Month of May 2019. Vide C.Memo.No.146/Cement&Steel/T2/2019-20., Dt:22/05/2020

Compound wall at Church Aswapuram LEAD 2018-2019 6 of 15

 CERTIFICATES:-
1 Certified that the above leads are true and correct to the best of my knowledge
2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal
3 Certified that the 40mm, 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing
4 Certified that the work spot falls within the limits of Municipal Area. Hence 25% on labour is proposed and the same may be allowed.
GRADED METAL OF 20mm for Concrete Work GRADED METAL for Granolithic Work

6mm 10% 1215.08 121.51 6mm 20% 1215.08 243.02

10mm 15% 1405.08 210.76 10mm 20% 1405.08 281.02
12mm 15% 1560.08 234.01 12mm 60% 1560.08 936.05
20mm 60% 1671.33 1002.8 1460.09
1569.08

Mason 1st Class 470.00 470.00

Mason 2nd Class 450.00 450.00
Man Mazdoor 425.00 425.00
Woman Mazdoor 425.00 425.00
Painter Class - 1 540.00 540.00
Painter Class - 2 450.00 450.00

Assistant Engineer, Dy. Executive Engineer, Executive Engineer,

TW Aswapuram TWSD - Paloncha TWD Bhadrachalam

Compound wall at Church Aswapuram LEAD 2018-2019 7 of 15

 NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL AT CHUCH COMPOUND, CHITHIRYALA
COLONY (V) LAXMIDEVIPALLY (M) IN BHADRADRI KOTHAGUDEM (Dist.)

DATAS AS PER A.P.REVISED STANDARD DATA FOR BUILDINGS - PART-III

VIDE G.O.MS.NO.49, I&CAD (PW: Reforms) Department dt.02-03-2009
WITH SCHEDULE OF RATES FOR BUILDING / IRRIGATION WORKS FOR THE YEAR 2018 - 19

nm
Unit Qty Rate Per Amount
BLDCST A
N - 1-3 Cement Mortar(1:2)
Page - 14
Unit : Cum
A. Materials
Cement Kg 720.00 5583.06 MT 4019.80
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 5161.70
BLDCST B
N - 1-4 Cement Mortar(1:3)
Page - 14
Unit : Cum
A. Materials
Cement Kg 480.00 5583.06 MT 2679.87
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 3821.77
BLDCST C
N - 1-5 Cement Mortar(1:4)
Page - 15
Unit : Cum
A. Materials
Cement Kg 360.00 5583.06 MT 2009.90
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 3151.80
BLDCST D
N - 1-6 Cement Mortar(1:5)
Page - 15
Unit : Cum
A. Materials
Cement Kg 288.00 5583.06 MT 1607.92
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 2749.82
BLDCST E
N - 1-7 Cement Mortar(1:6)
Page - 15
Unit : Cum
A. Materials
Cement Kg 240.00 5583.06 MT 1339.93
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 2481.83

Compound wall at Church Aswapuram CIVIL - DATA 8 of 15

 BLDCST F
N - 1-8 Cement Mortar(1:8)
Page - 15
Unit : Cum
A. Materials
Cement Kg 180.00 5583.06 MT 1004.95
Sand (Including 5% Wastage) Cum 1.05 986.33 Cum 1035.65
B.Labour
Man mazdoor for mixing mortar Day 0.20 425.00 Day 85.00
Add Agency Allowance 25% 85.00 21.25
Grand Total 2146.85

BLDCST 1 Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of
N - 2-1 10m including all operational, incidental, seigniorage charges, labour charges such as shoring
Page - 16 ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B
(APSS 308). for Building Foundation.
Orinary soil - Manual means upto
3mts. Depts
Unit : Cum
Taking output = 10 Cum
a.Labour
Mate Day 0 0.00 Day 0.00
Mazdoor(Unskilled) Day 3.64 425.00 Day 1547.00
Add 75% for building foundation 1160.25
Add Agency Allowance 25% 1547.00 386.75
Sub-Total :: 3094.00
b) Add 0.0% Overhead &
0.000% 3094.00 0.00
Contractors profit on sub - total
c) Seigniorage charges cum 10 30.00 cum 300.00
Cost for 10 Cum = a+b 3394.00
Rate per Cum = a+b/10 339.40
Rate per Cum 339.40

BLDCST 2 Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of
N - 2-1 10m including all operational, incidental, seigniorage charges, labour charges such as shoring
Page - 16 ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B
(APSS 308). for Septic Tank Foundation
Orinary soil - Manual means upto
3mts. Depts
Unit : Cum
Taking output = 10 Cum
a.Labour
Mate Day 0 0.00 Day 0.00
Mazdoor(Unskilled) Day 3.64 425.00 Day 1547.00
Add Agency Allowance 25% 1547.00 386.75
Sub-Total :: 1933.75
b) Add 0.0% Overhead & 0.000% 1933.75 0.00
Contractors profit on sub - total
c) Seigniorage charges cum 10 30.00 cum 300.00
Cost for 10 Cum = a+b 2233.75
Rate per Cum = a+b/10 223.38
Rate per Cum 223.40

BLDCST 3 Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and
N - 2-8 basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by
Page - 18 watering and ramming including cost and conveyance of water to work site and all operational,
incidental, labour charges, hire charges of T & P etc., complete for finished item of work. APSS
No.309 & 310
Unit :Cum
Taking output = 6 cum
a.Labour
Mate Day 0.00 0.00 Day 0.00
Mazdoor(Unskilled) Day 0.31 425.00 Day 131.75
Add Agency Allowance 25% 131.75 32.94

Compound wall at Church Aswapuram CIVIL - DATA 9 of 15

 b) Add 0.0% Overhead & 0.000% 32.94 0.00
Contractors profit on sub - total
Cost for 6 Cum = (a+b) 164.69
Rate per cum = a+b/6 27.45
Rate per cum 27.45

BLDCST 4 Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not
N - 2-8 exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all
Page - 18 operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for
finished item of work. APSS No.309 & 310.
Unit :6 Cum
a.Labour
Mate Day 0.00 0.00 Day 0.00
Mazdoor(Unskilled) Day 0.31 425.00 Day 131.75
Add Agency Allowance 25% 131.75 32.94

b. Material
Gravel cum 6.00 223.08 cum 1338.48
1503.17
c) Add 0.0% Overhead & 0.000% 1503.17 0.00
Contractors profit on sub - total
d) Seigniorage charges cum 6 30.00 cum 180.00
Cost for 1 Cum = (a+b+c+d) 280.53
Rate per Cum 280.53
Rate per cum Say 280.55

BLDCST 5 Plain Cement Concrete (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm
N - 3-7 size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost
Page - 21 and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing
concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as laying and ramming concrete in layers in
position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item
of work (APSS No. 402) for Levelling Course and Flooring Bed.
Unit : Cum
a.Material
Cement Kg 162.00 5583.06 MT 904.46
Coarse aggregate 40mm Cum 0.90 1215.08 Cum 1093.57
Fine Aggregate (Sand) Cum 0.45 986.33 Cum 443.85
2441.88
b. Machinery
Concrete Mixer (0.2/0.8 cum hour 1.00 534.30 hour 534.30
capacity) 600/400 (Diesel)
534.30
c.Labour
Mason 1st Class Day 0.10 470.00 Day 47.00
Mazdoor (Unskilled) Day 1.39 425.00 Day 590.75
Add Agency Allowance 25% 637.75 159.44
Add Agency Allowance on Crew 25% 247.00 61.75
charges of concrete mixer
858.94
Sub-Total :: 3835.12
d. Add 0.0% Overhead & Contractors 0.000% 3835.12 0.00
profit on sub - total
cum 0.90 75.00 cum 67.50
e. Seigniorage charges (i) Aggregate
(ii) Sand cum 0.45 40.00 cum 18.00
Cost for 1 cum (a+b+c+d+e) 3920.62
Rate Per Cum 3920.62
Rate Per Cum Say 3920.65

Compound wall at Church Aswapuram CIVIL - DATA 10 of 15

 BLDCST 6 Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm
N - 3-7 size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost
Page - 21 and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing
concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as laying and ramming concrete in layers in
position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item
of work (APSS No. 402) for Levelling Course and Flooring Bed
Unit : Cum
a.Material
Cement Kg 129.60 5583.06 MT 723.56
Coarse aggregate 40mm Cum 0.90 1215.08 Cum 1093.57
Fine Aggregate (Sand) Cum 0.45 986.33 Cum 443.85
2260.98
b. Machinery
Concrete Mixer (0.2/0.8 cum hour 1.00 534.30 hour 534.30
capacity) 600/400 (Diesel)
534.30
c.Labour
Mason 1st Class Day 0.10 470.00 Day 47.00
Mazdoor (Unskilled) Day 1.39 425.00 Day 590.75
Add Agency Allowance 25% 637.75 159.44
Add Agency Allowance on Crew 25% 247.00 61.75
charges of concrete mixer
858.94
Sub-Total :: 3654.22
d. Add 0.0% Overhead & Contractors 0.000% 3654.22 0.00
profit on sub - total
cum 0.90 75.00 cum 67.50
e. Seigniorage charges (i) Aggregate
(ii) Sand cum 0.45 40.00 cum 18.00
Cost for 1 cum (a+b+c+d+e) 3739.72
Rate Per Cum 3739.72
Rate Per Cum Say 3739.75

BLDCST 11 Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm
N - 3-13 size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including
Page - 23 cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc.,
to site and including Seigniorage charges, sales & other taxes on all materials including all
operational, incidental and labour charges such as machine mixing, laying concrete, curing
etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS
No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for
Footings.
Unit : Cum
A For Footings
a.Material
Cement Kg 400.00 5583.06 MT 2233.22
20mm HBG graded metal Cum 0.90 1569.08 Cum 1412.17
Fine aggregate (Sand) Cum 0.45 986.33 Cum 443.85
4089.24
b.Labour
Mason 1st Class Day 0.133 470.00 Day 62.51
Mason 2nd Class Day 0.267 450.00 Day 120.15
Mazdoor(Un skilled) Day 3.600 425.00 Day 1530.00
Add Agency Allowance 25% 1712.66 428.17
Add Agency Allowance on Crew 25% 61.75
247.00
charges of Concrete Mixer
Add Agency Allowance on Crew 25% 44.45
177.80
charges of Vibrator
2247.03
c. Hire Charges of Machinery + Fuel charges + crew charges of Machinery
Concrete Mixer (0.2/0.8 cum Hr 1.000 534.30 Hr 534.30
capacity) 600/400 (Diesel)
Needle Vibrator hire charges 40mm Hr 1.000 205.00 Hr 205.00
(petrol)
739.30

Compound wall at Church Aswapuram CIVIL - DATA 11 of 15

 Basic Rate per Cum 7075.57

Description of Item
Basic rate per Cum. 7075.57
Hire charges for centering and 288.00
scaffolding material
Labour charges for centering and 631.00
scaffolding material
Allowance on labour charges for 25% 157.75
centering and scaffolding material
Sub-Total :: 8152.32
Add 0.0% Overhead & Contractors 0.00% 0.00
profit on sub - total
Seigniorage charges (i) Aggregate 67.50
0.90 x 75 = 67.5
(ii) Sand 0.45 x 40 = 18.00 18.00
Rate per Cum. 8237.82
Say 8237.85
BLDCST 13 Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm
N - 3-13 size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including
Page - 23 cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc.,
to site and including Seigniorage charges, sales & other taxes on all materials including all
operational, incidental and labour charges such as machine mixing, laying concrete, curing
etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS
No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for Plinth
Beams.
Unit : Cum
A For Plinth Beam
a.Material
Cement Kg 400.00 5583.06 MT 2233.22
20mm HBG graded metal Cum 0.90 1569.08 Cum 1412.17
Fine aggregate (Sand) Cum 0.45 986.33 Cum 443.85
4089.24
b.Labour
Mason 1st Class Day 0.13 470.00 Day 62.51
Mason 2nd Class Day 0.27 450.00 Day 120.15
Mazdoor(Un skilled) Day 3.60 425.00 Day 1530.00
Add Agency Allowance 25% 1712.66 428.17
Add Agency Allowance on Crew 25% 61.75
247.00
charges of Concrete Mixer
Add Agency Allowance on Crew 25% 44.45
177.80
charges of Vibrator
2247.03
c. Hire Charges of Machinery + Fuel charges + crew charges of Machinery
Concrete Mixer 10 / 7 cft (0.2 / 0.8 Hr 1.000 534.30 Hr 534.30
cum) capacity 600/400 (Diesel)
Needle Vibrator hire charges 60mm Hr 1.000 205.00 Hr 205.00
(petrol)
739.30
Basic Rate per Cum 7075.57

Description of Item
Basic rate per Cum. 7075.57
Hire charges for centering and 1390.00
scaffolding material
Labour charges for centering and 1521.00
scaffolding material
Allowance on labour charges for 25% 380.25
centering and scaffolding material
Sub-Total :: 10366.82
Add 0.0% Overhead & Contractors 0.00% 0.00
profit on sub - total
Seigniorage charges (i) Aggregate 67.50
0.90 x 75 = 67.5
(ii) Sand 0.45 x 40 = 18.00 18.00

Compound wall at Church Aswapuram CIVIL - DATA 12 of 15

 Rate per Cum. 10452.32
Say 10452.35

BLDCST 14 Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix corresponding to IS 456 using 20mm
N - 3-13 size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including
Page - 23 cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc.,
to site and including Seigniorage charges, sales & other taxes on all materials including all
operational, incidental and labour charges such as machine mixing, laying concrete, curing
etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS
No. 402) including centering, shuttering, laying concrete, vibrating, curing etc. complete for
Columns.
Unit = 1 cum
For COLUMNS
a.Material
Cement Kg 400.00 5583.06 MT 2233.22
20mm HBG graded metal Cum 0.90 1569.08 Cum 1412.17
Fine aggregate (Sand) Cum 0.45 986.33 Cum 443.85
b.Labour 4089.24
Mason 1st Class Day 0.167 470.00 Day 78.49
Mason 2nd Class Day 0.167 450.00 Day 75.15
Mazdoor(Un skilled) Day 4.700 425.00 Day 1997.50
Add Agency Allowance 25% 2151.14 537.79
Add Agency Allowance on Crew 25% 61.75
247.00
charges of Concrete Mixer
Add Agency Allowance on Crew 25% 44.45
177.80
charges of Vibrator
2795.13
c. Hire Charges of Machinery + Fuel charges + crew charges of Machinery
Concrete Mixer 10 / 7 cft (0.2 / 0.8 Hr 1.000 534.30 Hr 534.30
cum) capacity 600/400 (Diesel)
Needle Vibrator hire charges 40mm Hr 1.000 205.00 Hr 205.00
(petrol)
739.30
Basic Rate per Cum 7623.67

Description of Item GF
a Basic rate per Cum. 7623.67
b Hire charges for centering and 238.00
scaffolding material
c Labour charges for centering and 1757.00
scaffolding material
d Allowance on labour charges for 25% 439.25
centering and scaffolding material
e Lift charges of Labour - Add 10.0% 0.00
labour charges on G.F Rate, 20.0%
on GF Rate, 30.0% on GF Rate only
f Lift Charges of Material i.e.for Lifting 0.00
Concrete @ 10.0%
Sub-Total :: 10057.92
g Add 0.0% Overhead & Contractors 0.00% 0.00
profit on sub - total
h Seigniorage charges (i) Aggregate 67.50
0.90 x 75 = 67.50
i (ii) Sand 0.45 x 40 = 18.00 18.00
Rate per Cum. 10143.42
Say 10143.45

BLDCST 31 Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11
N-5-5 x 7 Cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and
Page.31 conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage
charges, sales & other taxes on all materials, all operational, incidental and labour charges such as
mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete
for finished item of work.
Unit : Cum

Compound wall at Church Aswapuram CIVIL - DATA 13 of 15

 a.Material
Cement Kg 36.00 5583.06 MT 200.99
Bricks traditional size 23 x 11 x 7 Nos 512.00 6016.17 1000Nos 3080.28
cms 2nd class
Fine Aggregate (Sand) Cum 0.20 986.33 Cum 197.27
3478.54
b.Labour
Mason 1st Class Day 0.240 470.00 Day 112.80
Mason 2nd Class Day 0.560 450.00 Day 252.00
Mazdoor(unskilled) Day 1.890 425.00 Day 803.25
Add Agency Allowance 25% 1168.05 292.01
1460.06
Rate per Cum 4938.60

Description of Item GF
a Basic rate per Cum. 4938.60
b Hire charges of Access Scaffolding 44.87
@ 9.93/Sqm /0.23
c Labour charges for Access 345.48
Scaffolding material (Labour charge /
0.23)
d Allowance on labour charges for 25% 86.37
Access Sacffolding
e Lift charges for Labour - Add 10.0% 0.00
labour charges on G.F Rate, 20.0%
on GF, 30.0% on GF Rate only
Sub-Total :: 5415.32
f Add 0.0% Overhead & Contractors 0.00% 0.00
profit on sub - total
g Seigniorage charge 8.00
(i) Sand - 0.2 x 40 = 8.00
(ii) Bricks - 512 x 60/1000 = 30.72 30.72
Rate per Cum 5454.04
Say 5454.05

BLDCST 39 Plastering 16mm thick in two coats with base coat of 12mm thick in CM (1:5) and top coat of
N-8-9 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like
Page.43 cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,
all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges,
finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge,
curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903
& 904).
Unit : 10Sqm
a.Materials
Base coat in CM(1:6) 12mm thick
Cement Kg 51.00 5583.06 MT 284.74
Fine Sand (Screened) Cum 0.15 1176.330 Cum 176.45
Top coat in CM(1:4) 4mm thcik
Cement Kg 14.50 5583.06 MT 80.95
Fine Sand (Screened) Cum 0.04 1176.330 Cum 47.05
589.19
b.Labour
Mason 1st Class Day 0.630 470.00 Day 296.10
Mason 2nd Class Day 1.470 450.00 Day 661.50
Mazdoor (unskilled) Day 3.900 425.00 Day 1657.50
Add Agency Allowance 25% 2615.10 653.78
3268.88
Rate per 10 Sqm 3858.07
Description of Item GF
a Basic rate per 10 Sqm 3858.07
b Hire charges for access scaffolding 10.30
c Labour charges for access 79.50
scaffolding
d Allowance on labour charges for 25% 19.88
centring material
Compound wall at Church Aswapuram CIVIL - DATA 14 of 15
 e Lift charges - Add 10.0% labour 0.00
charges on G.F Rate, 20.0% on GF,
30.0% on GF Rate only
Sub-Total :: 3967.75
g Add 0.0% Overhead & Contractors 0.00% 0.00
profit on sub - total
h Seigniorage charge 8.80
(i) Sand - 0.22 x 40 = 8.80
Rate per 10 Sqm 3976.55
Say 3976.55

BLD- 52 Painting to New External Walls with two NOTE ::

CSTN-12- coats of Polymer Plastic Emulsion Standard
11 (187) paint of Asian / Berger / Nerolac / data
Page - 84 Saicoat / Endocem or equalent quality of revised
approved brand and shade as approved vide Chief
by the Engineer - in - Charge over base
Engineer,
coat of cement primer water base grade -
II exterior making three coats in all to give
R&B
an even shade after thoroughly brushing (Buildings)
the surface to remove all loose powdered Procs.No.
materials, including cost and conveyance CEB/TA8/
of all materials, including cost and AEE3/SSR
conveyance of all materials, cost of : 2010-11
brushes, water to site, etc., sales & other Dt:
taxes, all operational, incidental and 21.01.201
labour charges such as scaffolding
1.
charges, lift charges, curing etc.,
complete for finished item of work in all
floors for external Walls.(APSS No.
911)

Unit = 10 Sqm.
Cement Primer water base Grade II Litre 1 191.00 Litre 191.00
exterior
Polymer Plastic Emulsion paint Litre 0.8 225.00 Litre 180.00
(TBSC-G.III-03)
371.00
Labour for Primary and Two Coats
1st class painter day 0.21 540.00 day 113.40
2nd class painter day 0.49 450.00 day 220.50
Mazdoor day 1.50 425.00 day 637.50
Add Agency Allowance 25% 971.40 242.85
1214.25
Sub-Total : 1585.25
Add 0.0% Overhead & Contractors 0.00
profit on sub - total
Rater per 10 Sqmt. 1585.25
Say 1585.25

Assistant Engineer, Dy. Executive Engineer, Executive Engineer,

TW Aswapuram TWSD - Paloncha TWD Bhadrachalam

Compound wall at Church Aswapuram CIVIL - DATA 15 of 15