Construction of Temples in SC,ST,BC & Fisherman Colonies with the aid of

SRIVANI Trust(TTD) Execution by Endowment Department

RUNNING ACCOUNT BILL

Name of the work: Construction of Sri Mareema Daevatha

temple. Borredygaripalli(V),S.T.,Galiveedu(M),Annamayya
District

Total Value of the work: 10,37,684

Deduct paid amount previously 2,65,000

Value ot this bill 7,35,000 Name of the Sponcer :Sri Sudhakar

Recoveries
IT 1% - No. of the bill: Final Bill PRT
GST TDS 2% -
Seigniorage chargess -
NAC No. of date of his last bill
SEIGNIORAGE for the work:
FSD
Pscharges
Water & Curent charges
Net payable 7,35,000 Reference to Agreement:

Bill recorded in page no.'s 35-51

M.Book No.'292
 Amount
Sl., Upto date
unit Quantity Items of work Rate Remarks
No. previous
Bill Since last bill
MB P
No excavation for foundations (Manual Means)
Earth work
of buildings, septic tank, sump, compound wall in
ordinary soils and depositing on bank with an initial lead
of 10m and 1m additional lift charges over the initial
depth up to 3m including all operational, incidental,
labour charges such as shoring, sheeting, planking,
strutting etc., and overheads & contractors profit
complete for finished item of work excluding seigniorage
excluding dewatering charges etc., as per SS 20
B(APSS 308)
Cum 16.82 1278 10 358.00 6,021.56
Plain Cement Concrete o (1:4:8) proportion nominal mix
(cement: fine aggregate: Coarse aggregate) for levelling
course using 40mm size (SS5) hard granite metal from
approved quarry including cost and conveyance of all
materials like cement, sand, coarse aggregate, water
etc. to site,excluding seigniorage charges, sales & other
taxes on all materials and including all charges for
machine mixing, laying concrete, ramming in 15 cm
layers finishing top surface to the required level ,curing
etc., complete for finished item of work.
Cum 3.43 1278 12 4189.00 14,368.27
Random Rubble stone masonry in CM (1:6) prop:
(Cement: Screened sand) using hard granite stones
carted from approved quarry including cost and
conveyance of all materials like cement, screened sand,
water, stones etc., from approved quarry, to site and
excluding seigniorage charges, sales & other taxes on
all materials including labour for cutting stones to
required size and shape, mixing, of cement, mortar,
construction, curing etc.,and overheads & contractors
profit complete for finished item of work in foundation
and basement. (APSS No. 601 & 615)
Cum 15.59 13 13 4808.00 74,956.72

VRCC M20 grade nominal mix using 20mm size

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 excluding seigniorage charges,sales and 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 & 403)

a) Footings
Cum 1.81 1278 17 8590.00 15,547.90
b) Plinth Beam
Cum 1.62 1278 17 10839.00 17,559.18
c)Coloumns
Cum 0.28 1278 17 11113.00 3,111.64
d) Roof Beam
Cum 1.35 1278 32 10717.00 14,467.95
e) Roof slab 115 mm thick
Smt 27.90 1278 33 1237.10 34,515.09
f) Bell Type Sunshade
Smt 22.30 1278 33 1206.00 26,893.80

Page 2 of 14
 Amount
Sl., Upto date
unit Quantity Items of work Rate Remarks
No. previous
Bill Since last bill
Providing HYSD steel bars (Fe 415 grade as per IS
1786-1979) of different diameters for cutting ,bending to
required sizes and shapes, placing in position with
cover blocks of approved size and binding wire of 20
SWG, forming grills for reinforcement work as per
approved designs and drawings, including cost and
conveyance of bars from approved source to site of work
including cost and conveyance of binding wire, cover
blocks and all incidental, operational, labour charges
such as cutting, bending, placing in position, tying
including sales and other taxes on all materials etc.,
complete for finished item of work

MT 0.91 1278 31 83839.00 76,294.30 42,651.41 33,636.20

Ornamental brick work in C.M.(1:5) using 2nd class
bricks including cost and conveyance of cement and all
other materials to work spot labour charges
curing etc.,complete
a) Up to roof level
Cum 8.50 1278 29 9028.00 76,738.00

b) 1st Storey of vimanam

Cum 14.12 1278 29 9282.00 131,061.87

Ornamental Plastering with C.M(1:3) 20mm thick and

C.M (1:2) 12mm thick with required omamentation
rendering neatly 8 with cement and using fine variety of
sand including cost and conveyance of cement and all
other matenals to work spot labour charges curing etc.,
complete

a) Up to roof level
SMT 37.18 1278 34 9362.00 34,807.90

b) 1st story of vimanam

Smt 25.89 1278 34 18742.00 48,523.00 0 0

c) Ornamental plastring for pillars

Sft 160.00 1278 34 140.00 22,400.00 0 0
Plastering to even surface of walls with 12mm thick in
single coat in CM (1:3) finished smooth including cost
and conveyance of all materials to site. Cost of all
materials, all taxes, finishing, curing, scaffolding and all
operational, incidental, labour charges etc., including
cutting grooves where ever necessary etc., complete for
finished item of work. (As per SS 903.) per

10 Sqm.
Smt 32.35 1278 35 3086.00 9,983.20 0 0
Plastering to even surface of walls with 20mm thick in
single coat in CM (1:5) finished smooth including cost
and conveyance of all materials to site, Cost of all
materials, all taxes, finishing, curing, scaffolding and all
operational, incidental, labour charges etc., including
cutting grooves where ever necessary etc., complete for
finished item of work. (As per SS 903.) per 10 Sqm.

Smt 24.15 1278 36 3120.00 7,534.80 0

Total value of work done 6,14,776
1st Part Bill Given 1,74,000
2nd Part Bill Recomended 4,40,560

Page 3 of 14
Recoveries

FSD @7.5% Rs.

Income Tax @1.00% Rs. -

GST TDS @2.00% Rs. -

Labour Cess @1.00% Rs. -

Seigniorage charges Rs.

Ps charges Rs. -

Any other recoveries Rs.

Total Recoveries Rs. -
ABSTRACT
Total Value of the work Rs. 6,14,776
Deduct amount paid previously Rs. 1,74,000
Value of this bill Rs. 4,40,560
Recoveries Rs. .

Net amount payable Rs. 4,40,560

The measurements were taken by Sri K.Ravi Teja, AE, Srivani trust,
Annamayya Dist and recorded in page no's 29-36 of M.Book No':1278

Signature of the officer preparing the bill

The bill checked mathematically and technically

with reference to agreement

Bill passed for Rs 4,40,560.00(Rupees Four Lakhs Fourty Thousand Five

Hundred Sixty only) above and the balance amount Rs: 4,40,560-00 is payable to
the approved Committee

Assistant Engineer Executive Engineer

SKHT DEVSTHANAM
Sreekalahasthi
 Amount
Sl., No.,unit Quantity Items of work Rate Remarks
Upto date previous Bill Since last bill
Earthwork excavation in
hard rock boulders more
than 3 cum size and convey
the debris to a lead of 8 KM
out skirts of the city
including all labour charges
etc., complete

1
1.00 1197.30
cum., 968.00 1158986.4 1158986.40
914.13 968.00 884877.84 884877.84

Earthwork excavation in
hard desintigrated rock or
soft rock requiring blasting
and convey the debris to al
ead of 8 KM out skirts of the
city including all labour
charges etc., complete

2
1.00 1380.31 216.10
cum., 298284.99 298284.99

Plain Cement Concrete

(1:4:8) proportion nominal
mix (cement: fine
aggregate: Coarse
aggregate) for foundations
and under flooring bed
using 40mm size (SS5)
hard granite metal from
approved quarry including
cost and conveyance of all
materials like cement, sand,
3
coarse aggregate, water
1.00 103.83 2446.50
Cum., 254020.10 254020.10

VRCC M25 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Footings

1.00 477.900 5507.40

cum., 2631986.46 2631986.46
2385.620 MB Pa 5507.40
ge 13138563.588 13138563.59

VRCC M30 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Columns

a) Below Plinth beam

1.00 28.860 7225.40
cum., 208525.04 208525.04
b) Above Plinth beam
a) ground Floor
1.00 108.420 MB pa 7225.40
cum., ge 783377.87 783377.87

b) First Floor
1.00 115.770 MB page 7302.40 845398.85 845398.85
cum.,

919787473.xls 6 LS VI & PART

 c) Second Floor
1.00 126.030 MB page 7417.20
cum., 934789.72 934789.72
5.680 782 63,64,86 7417.20 42129.70 42129.70

d)Third Floor
MB page
112.230 782 17,41,55 7581.00 850815.63 850815.63 0.00

e)Fourth Floor
MB page
99.280 7785.40 772934.51 772934.51
19.090 782 66 148623.29 148623.29

e) Fifth Floor
MB page
88.750 782 89 7879.80 699332.25 0.00 699332.25

VRCC M25 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Plinth Beams

1.00 48.140 5863.40

cum., 282264.08 282264.08

VRCC M25 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Roof Beams

Roof Beams
a) Ground Floor
1.00 181.350 MB Page 8088.40
cum., 1466831.34 1466831.34

b) First Floor
1.00 174.860 MB Page 8088.40
cum., 1414337.62 1414337.62

c) Second Floor
1.00 187.210 MB Page 8203.20
cum., 1535721.07 1535721.07

d)Third Floor
1.00 158.910 MB Page 8367.00
cum., 1329599.97 1329599.97
7.250 782 65,86 60660.75 0.00 60660.75

d) Fourth Floor
1.00 158.600 MB Page 8571.40
cum., 1359424.04 0.00 1359424.04
782 71

919787473.xls 7 LS VI & PART

 VRCC M25 using 20MM
HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
150mm Thick Roof Slab

Roof Slab 150mm thick

a) Ground Floor
1.00 1538.770 MB Page 10500.00
sqmt.,
1615708.50 1615708.50

b) First Floor
1.00 1624.190 MB Page 10845.60
sqmt.,
1761531.51 1761531.51

c) Second Floor
MB Page
1.00 1802.510 11017.80
sqmt.,
1985969.47 1985969.47 0.00

d)Third Floor
MB Page
1.00 1620.400 11263.50
sqmt.,
1825137.54 1825137.54
53.120 782 65,87 59831.71 59831.71

d)Fourth Floor
MB Page
1.00 1595.560 782 72 11570.10
sqmt.,
1846078.88 1846078.88

VRCC M25 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
225 mm thick Staircase
Slab

Staircase slab 225mm thick

a) Ground Floor
1.00 66.660 12982.10
sqmt.,
86538.68 86538.68
b) First Floor
1.00 68.000 12982.10
sqmt.,
88278.28 88325.88 -47.60
c) Second Floor
1.00 67.950 MB Page 12982.10
sqmt.,
88213.37 88260.93 -47.56

c) Third Floor
MB Page
1.00 65.090 12982.10
sqmt.,
84500.49 84546.05 -45.56

c) Fourth Floor
MB Page

919787473.xls 8 LS VI & PART

 1.00 60.510 782 62,73 12982.10
sqmt.,
78554.69 78554.69

VRCC M25 using 20MM

HBG metal 70% and 12mm
HBG metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Lintels

Lintels
a) First Floor
1.00 5.520 MB Page 5940.40
cum., 32791.01 0.00 32791.01
782 78
b) Second Floor
1.00 7.330 MB Page 6055.20
cum., 44384.62 0.00 44384.62
782 83
c) Third Floor
1.00 0.850 MB Page 6219.00
cum., 5286.15 0.00 5286.15
782 85

VCC M20 using 20MM HBG

metal 70% and 12mm HBG
metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete but excluding cost
of steel and its fabrication
charges
Bed Blocks

Bed Blocks
a) First Floor
1.00 1.100 MB Page 5940.40
cum., 6534.44 0.00 6534.44
782 75
b) Second Floor
1.00 1.400 MB Page 6055.20
cum., 8477.28 0.00 8477.28
782 79
c) Third Floor
1.00 1.920 MB Page 6219.00
cum., 11940.48 0.00 11940.48
782 85

PCC M20 using 20MM HBG

metal 70% and 12mm HBG
metal 30% as per mix
design including cost and
conveyance of all materials
and labour charges etc.,
complete Staircase Steps

a) Ground Floor
1.00 219.201 MB Page 5507.40 1207227.59 1207227.59
cum., 196.900 782, 92 5507.40 1084407.06 0.00 1084407.06

b) First Floor
1.00 17.780 5507.40
cum., 97921.57 97921.57

c) Second Floor
1.00 25.410 MB Page 5507.40
cum., 139943.03 139943.03

919787473.xls 9 LS VI & PART

 0.00 0.00 0.00

d) Third Floor
1.00 7.700 MB Page 5507.40 42406.98 42406.98
cum., 782 90

Providing Mild and TOR

steel bars (Fe 250 & 415
grade IS 432) of
different diameters,
cutting, bending,and
binding wire of 18SWG,
forming grills for
reinforcement work as
per approved design and
drawings, including cost
and conveyance of
binding wire, cover
blocks and all incidental,
operational, labour
charges, complete for
finished item of work in
all floors.

1.00 552.608 MB PAGE 64300.00 35532694.40 35532630.10

MT 113.883 64300.00 7322676.90 0.00 7322741.20

Brick work in CM(1:6) using

II-class bricks including cost
and conveyence of all
materials and labour
charges etc., complete.

a) Ground Floor
1.00 7.620 MB PAGE 3014.60
cum., 22971.25 22971.25
19.000 849 3 57277.4 57277.40

a) First Floor
1.00 214.350 MB PAGE 3054.60
cum., 654753.51 0.00 654753.51
850 18

a) Second Floor
1.00 220.520 MB PAGE 3167.00
cum., 698386.84 0.00 698386.84
851 19

a) Third Floor
1.00 83.230 MB PAGE 3258.60
cum., 271213.28 0.00 271213.28
852 8

Random Rubble Masonry

in CM(1:6) using Rough
Stone including cost and
conveyence of all materials
and labour charges etc.,
complete but excluding cost
of Rough Stone.

a) Ground Floor
1.00 51.260 1115.00
cum., 57154.90 57154.90

Refilling with excavated

earth 50% and Quarry Dust
50% including cost and
conveyance of all materials
and labour charges etc.,
complete

919787473.xls 10 LS VI & PART

 1.00 941.970 278.50
cum., 262338.65 262338.65

919787473.xls 11 LS VI & PART

 Filling with quarrey dust
including cost and
conveyance of all materials
and labour charges etc.,
complete

1.00 558.210 500.00

cum., 279105.00 279105.00

Making 36MM Dowel holes

1.25 mt depth by pnuematic
machine including cost and
conveyance of all materials
and labour charges etc.,
complete SSR (226 II) and
grouting with neat cement
slurry including all charges
etc., complete

1.00 1006.750 120.00

rmt., 120810.00 120810.00

Supply and cost of lock set

inserted into dowel rods
with polyster resin grount for
fixing the anchor bars in
drilled holes of dia meter
36mm depth 1.25m with
appropriate consuption of
2.5 ks per level including
cost and conveyance of all
materials and labour
charges etc., complete

1.00 803.000 612.00

No., 491436.00 491436.00

Plastering in CM (1:3)
12mm thick with dubara
sponge finishing, including
cost and conveyance of all
materials like cement, sand,
water etc., to site, and all
operational, incidental
charges on materials and all
labour charges, for mixing
mortar, finishing,
scaffoldlding, lift charges,
curing, including etc.,
complete.

a) Ground Floor
1.00 2003.860 1013.60 203111.25 203111.25
sqmt.,

b) First Floor
1.00 2024.710 1073.00 217251.38 217251.38
sqmt.,

c) Second Floor
1.00 2369.680 MB PAGE 1128.20 267347.30 267347.30
sqmt.,

729 28
d) Third Floor
1.00 2372.340 MB PAGE 1186.20 281406.97 281406.97
sqmt.,

729 36

919787473.xls 12 LS VI & PART

 Supply and fixing of 25mm
electrical conduit pipe 2mm
thick placing in position
including cost and
conveyance of all materials
and labour charges etc.,
complete

a) Ground Floor
1.00 948.970 38.10 36155.76 36155.76
rmt.,
b) First Floor
1.00 935.250 38.10 35633.03 35633.03
rmt.,
c) Second Floor
MB PAGE
995.200 735 18 38.10 37917.12 37917.12 0.00

d) Third Floor
MB PAGE
1313.650 735 24 38.10 50050.065 50050.07 0.00

e) Fourth Floor
MB PAGE
1312.500 735 30 38.10 50006.25 0.00 50006.25

Supply and fixing of 50mm

electrical conduit pipe 2mm
thick placing in position
including cost and
conveyance of all materials
and labour charges etc.,
complete

a) Ground Floor
1.00 9.000 50.00 450.00 450.00
rmt.,
b) First Floor
1.00 7.000 50.00 350.00 350.00
rmt.,

c) Second Floor
MB PAGE
1.00 7.000 735 19 50.00 350 350.00 0.00
rmt.,

d) Third Floor
MB PAGE
1.00 7.000 735 25 50.00 350 350.00 0.00
rmt.,

e) Fourth Floor
MB PAGE
1.00 7.000 735 31 50.00 350 0.00 350.00
rmt.,

Supply and fixing M.S Fan

Hook point placing in
position including cost and
conveyance of all materials
and labour charges etc.,
complete
a) Ground Floor
1.00 46.000 150.00
No., 6900.00 6900.00
b) First Floor
1.00 64.000 150.00
No., 9600.00 9600.00

919787473.xls 13 LS VI & PART

 c) Second Floor
MB PAGE
1.00 49.000 735 19 150.00 7350 7350.00 0.00
No.,

d) Third Floor
MB PAGE
1.00 52.000 735 25 150.00 7800 7800.00 0.00
No.,

e) Fourth Floor
MB PAGE
1.00 54.000 735 31 150.00 8100 0.00 8100.00
No.,

Total 90294445.65 ### 15142305.34

Add T.P 3.16% Less -2853304.48 -2374807.634 -478496.8486
Deduct Price Adjustment -11678326.00 -10885656.00 -792670.00
75762815.17 61891676.68 13871138.49
Add VAT 4.0% 3030512.6068 2475667.0673 554845.53948
Total 78793328.00 64367344.00 14425984.00

919787473.xls 14 LS VI & PART