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This estimate is prepared with the following provisions
1
2
3
4
5
6
7
8
9
10
11
Supply and errection of Centering and Shuttering
Supply and Fabrication of steel rod
R.R. masonry in c.m.1:5 mix using rough stones and bond stones
Specification report to accompany the estimate for the work of Construction of
compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
ESTIMATE AMOUNT Rs : Rs 3.60 lakhs
It is proposed to Construction of compound wall at Pannaipatty PU Ele School in Eriyodu
town panchayat. The above work is taken up under MLACDS- 2012 - 2013, The
administrative sanction has been accorded by District collector, Dindigul Roc
No:2721/2012/A5, Date : 31.10.2013.
Earthwork excavation in all clauses of soils and depositing
Cement concrete 1:4:8 mix using 40mm ISS HBG metal
Assistant Engineer
Panchayat Union
Vedasandur.
RCC 1:1.5:3 Mix using 20mm ISS HBG Metal etc., complete.
BW. masonry in c.m.1:5 mix using country bricks
Plastering with cement mortar 1:5 mix to 12mm thick
colour washing two coats with exterior emulsion
Provision of lumsam charges
The current schedule of rates for the year 2013 - 2014 are adopted in this estimate. On
sanction this work will be carried out as per standard specifications and relevant circulars
given by higher authorities received from time to time.
Provision for CC Pavement
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Sl.
NoQTY DESCRIPTION OF WORK RATE UNIT AMOUNT
1 71.56
Earthwork excavation in all clauses of soils and
depositing on bank with initial lead and lift for
foundation as per ss20B
83.70 cum 5989
2 20.45
Cement concrete 1:4:8 mix using 40mm ISS
HBG metal including cost and conveyance of
all matials to site and all labour charges etc.,
complete.
2390.10 cum 48866
3 58.39
R.R. masonry in c.m.1:5 mix using rough stones
and bond stones with simultaneous pointing
including cost and conveyance of all materials
to site and all labour charges etc., complete.
2256.25 cum 131742
4 0.475
Supply and fabrication of steel including cost
and conveyance of all materials to site and all
labour charges etc., complete.
57201.60 mt 27171
5 3.37
RCC 1:1.5:3 mix using 20mm ISS HBG Metal
including cost and conveyance of all materials
to site and all labour charges etc., complete.
4504.76 15192
6 15.92
Brick work in cm 1;5 mix using country bricks
including cost and conveyance of all materials
to site and all labour charges etc., complete.
3355.34 cum 53418
7 388.71
Plastering in cm 1:5 mix 12 mmthick including
cost and conveyance of all materials to site and
all labour charges etc., complete.
97.78 sqm 38008
ABSTRACT ESTIMATEConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
Name of union : Vedasandur Scheme: MLACDS
Name of Panchayat : Eriyodu Town Year: 2012-13
Estimate Amount : Rs 3.60 lakhs Tech. Sanction No.:
Admin. Sanction No :
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8 495.35
Colour washing two coats with approved
exterior eulsion two coatsincluding cost and
conveyance of all materials to site and all
labour charges etc., complete.
59.75 sqm 29597
9 LS Provision for Grill gate LS 8500
10 LS Provision for Name board LS 500
11 LS Provision for Photographic charges LS 200
12 LS Contigencies & other unforeseen charges LS 817
360000
ASSISTANT ENGINEER
PANCHAYAT UNION
VEDASANDUR
TOTAL
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Sl.No Description of work L B D Qty
1
North facing Building 1 x 1 83.55 0.75 0.70 43.86
East facing Building 1 x 1 52.75 0.75 0.70 27.69
Total Quantity 71.56
2
North facing Building 1 x 1 83.55 0.75 0.20 12.53
East facing Building 1 x 1 52.75 0.75 0.20 7.91
Total Quantity 20.45
3
North facing Building
I Footing 1 x 1 18.50 0.60 0.23 2.55
II Footing 1 x 1 18.50 0.45 0.23 1.91
III Footing 1 x 1 18.50 0.38 0.45 3.16
D/F Gate -1 x 1 3.00 0.38 0.45 -0.51
I Footing 1 x 1 25.65 0.60 0.23 3.54
II Footing 1 x 1 25.65 0.45 0.23 2.65
III Footing 1 x 1 25.65 0.38 0.45 4.39
I Footing 1 x 1 13.90 0.60 0.23 1.92
II Footing 1 x 1 13.90 0.45 0.23 1.44
III Footing 1 x 1 13.90 0.38 0.75 3.96
I Footing 1 x 1 25.50 0.60 0.23 3.52
II Footing 1 x 1 25.50 0.45 0.23 2.64
III Footing 1 x 1 25.50 0.38 0.45 4.36
DETAILED ESTIMATE
Construction of compound wall at Pannaipatty PU Ele School in Eriyodu
town panchayat.
Nos.
Earthwork excavation for foundation in all clauses of soils and subsoils to fulldepth as may be directed except in hard rock requiring blasting but inclusive of
shoring, struting and bailing out water wherever neccessary and refilling the sides
of foundation with excavated earth in layers of not more than 15cm thick well
rammed and consolidated and depositing the
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including
watering whenever necessary and laid in layers not more than 15cm thickcompacting etc., complete complying with std. Specifications and as directed. Rate
for 10 cum.
R.R. masonry in c.m.1:5 mix for foundation and basement using rough stones and
bond stones with simultaneous pointing with same mortar including cost and
conveyance of all materials to site and all labour charges etc., complete.
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East facing Building
I Footing 1 x 1 20.90 0.60 0.23 2.88
II Footing 1 x 1 20.90 0.45 0.23 2.16
III Footing 1 x 1 20.90 0.38 0.45 3.57
I Footing 1 x 1 9.60 0.60 0.23 1.32
II Footing 1 x 1 9.60 0.45 0.23 0.99
III Footing 1 x 1 9.60 0.38 0.75 2.74
I Footing 1 x 1 22.25 0.60 0.23 3.07
II Footing 1 x 1 22.25 0.45 0.23 2.30
III Footing 1 x 1 22.25 0.38 0.45 3.80
58.39
4
LS 0.475
0.475
5
For plinth beam
North facing Building 1 x 1 80.55 0.23 0.11 2.04
East facing Building 1 x 1 52.75 0.23 0.11 1.33
3.37
6
North facing Building
Brick on edge 1 x 2 80.55 0.075 0.11 1.33
Brick wall 1 x 1 80.55 0.11 1.20 10.63
D/F Brick pillar -1 x 19 0.23 0.11 1.20 -0.58
D/F Brick pillar -1 x 5 0.40 0.11 1.20 -0.26
Add for Brick pillar 1 x 19 0.23 0.30 1.20 1.57
Add for Brick pillar 1 x 5 0.40 0.40 1.20 0.96East facing Building
Brick on edge 1 x 2 52.75 0.075 0.11 0.87
D/F Brick pillar -1 x 16 0.23 0.11 1.20 -0.49
D/F Brick pillar -1 x 4 0.40 0.11 1.20 -0.21
Add for Brick pillar 1 x 16 0.23 0.30 1.20 1.32
Add for Brick pillar 1 x 4 0.40 0.40 1.20 0.77
Supply and fabrication of steel including cost and conveyance of all materials to
site and all labour charges etc., complete.
RCC 1:1.5:3 mix using 20mm ISS HBG Metal including cost and conveyance of all
materials to site and all labour charges etc., complete.
Brick work in cm 1:5 mix using country bricks including all cost and conveyance ofall materials to site and all labour charges etc., complete.
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15.92
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7
North facing Building
wall Sides 1 x 2 80.55 1.20 193.32
wall top 1 x 1 80.55 0.11 8.86
Pillaster top 1 x 19 0.23 0.19 0.83
Pillar sides 2 x 19 0.19 1.20 8.66
Pillaster top 1 x 5 0.40 0.29 0.58
Pillar sides 2 x 5 0.29 1.20 3.48
Brick on edge 1 x 2 80.55 0.11 17.72
East facing Building
wall Sides 1 x 2 52.75 1.20 126.60
wall top 1 x 1 52.75 0.11 5.80Pillaster top 1 x 16 0.23 0.19 0.70
Pillar sides 2 x 16 0.19 1.20 7.30
Pillaster top 1 x 4 0.40 0.29 0.46
Pillar sides 2 x 4 0.29 1.20 2.78
Brick on edge 1 x 2 52.75 0.11 11.61
388.71
Pillar sides
wall Sides 1 x 2 80.55 1.20 193.32
wall top 1 x 1 80.55 0.11 8.86
Pillaster top 1 x 19 0.23 0.19 0.83
Pillar sides 2 x 19 0.19 1.20 8.66
Pillaster top 1 x 5 0.40 0.29 0.58
Pillar sides 2 x 5 0.29 1.20 3.48
Brick on edge 1 x 2 80.55 0.11 17.72
Basement sides 1 x 2 80.55 0.40 64.44
Pillaster top
wall Sides 1 x 2 52.75 1.20 126.60
wall top 1 x 1 52.75 0.11 5.80
Pillaster top 1 x 16 0.23 0.19 0.70
8Colour washing two coats with approved Snowcem paint two coatsincluding cost
and conveyance of all materials to site and all labour charges etc., complete.
plastering in cm 1:5 mix 12mm thick including all cost and conveyance etc
compelete.,
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Pillar sides 2 x 16 0.19 1.20 7.30
Pillaster top 1 x 4 0.40 0.29 0.46
Pillar sides 2 x 4 0.29 1.20 2.78
Brick on edge 1 x 2 52.75 0.11 11.61
Basement sides 1 x 2 52.75 0.40 42.20
495.35
9 LS
10 LS
Provision for Grill gate
Contigencies & other unforeseen charges
ASSISTANT ENGINEER
PANCHAYAT UNION
VEDASANDUR
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DESCRIPTION LEAD (km) Conveyance cost of materials total
Cement 13 61.60 4700.00 4761.60
Steel/MT 13 61.60 45600.00 45661.60
Sand for mortor 25 174.50 110.00 284.50
Sand for filling 25 174.50 110.00 284.50
Rough
stone(reverment) 10 78.00 288.00 366.00
Rough stone 10 78.00 332.00 410.00
Bond stone 10 78.00 455.00 533.00
Country bricks 10 66.00 3985.00 4051.00
40 mm metal ISS 10 78.00 742.00 820.00
25mm metal ISS 10 78.00 638.00 716.00
12mm metel ISS 10 78.00 958.00 1036.00
10mm metal ISS 10 78.00 705.00 783.00
10-12mm metal ISS 10 78.00 831.50 909.50
20mm metal ISS 10 78.00 1034.00 1112.00
6mm metal ISS 10 78.00 478.00 556.00
90mm metal IRC 10 78.00 243.00 321.00
63mm metal IRC 10 78.00 350.00 428.00
53mm metal IRC 10 78.00 514.00 592.00
45mm metal IRC 10 78.00 571.00 649.00
22.40mm metal IRC 10 78.00 800.00 878.00
13.2mm metal IRC 10 78.00 894.00 972.00
11.2mm metal IRC 10 78.00 608.00 686.00
6.7mm metal IRC 10 78.00 374.00 452.00
lime stone 0 0.00 77.00 77.00
Shell lime 0 0.00 1180.00 1180.00
Brick Jelly 20mm 10 54.00 550.00 604.00
Brick Jelly 40mm 10 54.00 495.00 549.00Slaked lime 0 0.00 869.00 869.00
Pressed tiles 0 0.00 8710.00 8710.00
Binding wire/MT 0.00 48.00 48.00
10MM Jelly 0.00 705.00 705.00
stone(reverment) 10 78.00 0.00 78.00
bricks class I,II 0.00 0.00
wood 0.00 0.00
U S gravel 1 7.80 130.00 137.80
well gravel 1 7.80 107.80 115.60
suruki 0.00 0.00
Mangalore tiles 0 0.00 8295.00 8295.00Mangalore ridge tiles 0 0.00 23790.00 23790.00
Ceiling tiles 0 0.00 5000.00 5000.00
LEAD &COST OF MATERIALS-2013-14
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Cement/steel 13
Sand 25
Metal 10
Country Brick 10
Pressed Tiles 0
Gravel 1
PLEASE INSERT LEAD HERE
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720 cement 4761.6 3428.35 480 cement 4761.6 2285.57 36
1 sand 284.5 284.50 1 sand 284.5 284.50
total 3712.85 total 2570.07
43.35 mixing 43.35
3756.20 2613.42
288 cement 4761.6 1371.34 240 cement 4761.6 1142.78 57
1 sand 284.5 284.50 1 sand 284.5 284.50
total 1655.84 total 1427.28
mixing 43.35 mixing 43.35
1699.19 1470.63
960 cement 4761.6 4571.14 0.5 lime 869 434.50
1 sand 284.5 284.50 1 sand 284.5 284.50
1 Grinding 105.9 105.90
total 4855.64 total 824.90
CEMENT MORTOR
DATA - 2013-14
CEMENT MORTOR 1:1.5
including mixing for
masonary works
including mixing for
masonary works
CEMENT MORTOR 1:5 CEMENT MORTOR 1:6
CEMENT MORTOR 1:2 CEMENT MORTOR 1:3
i
iincluding mixing for
masonary works
Lime mortar 1:2
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9 40mm metal 820 7380.00 9 20mm 1112 10008.00 10 R
4.5 cm 1:5 1655.84 7451.28 4.5 sand mortor 284.5 1280.25 1 B
1.8 mason II 326 586.80 3231 cement 4761.6 15384.73 3.4 C
17.7 mazdoor I 228 4035.60 3.5 masonII 326 1141.00 7.1 m
14.1 mazdoor II 206 2904.60 21.2 mazdoor I 228 4833.60 10.6 m
sundries 0.00 35.3 mazdoor II 206 7271.80 14.1 m
total 22358.28 sundries 0.00 14.1 m
total 39919.38 s
to
FOR 1CM 2235.83 FOR 1CM 3991.94 F
abovebasement 44.65 4036.59
9 20mm 1112 10008.00 0.1 CM 1:3 2613.42 261.34 0.14 C
4.5 sand mortor 284.5 1280.25 1.1 mason II 326 358.60 1.1 m
4308 cement 4761.6 20512.97 1.1 mazdoor I 228 250.80 0.5 m
3.5 masonII 326 1141.00 1.1 mazdoor II 206 226.60 1.1 m
21.2 mazdoor I 228 4833.60
35.3 mazdoor II 206 7271.80
sundries 0.00 sundries 0.00 s
total 45047.62 total 1097.34 to
FOR 1CM 4504.76 FOR1CM 109.73 Fa ove
basement 44.65 4549.41
1300 bricks 4051 5266.30 1 qtl- steel 45661.6 4566.16 9 1
0.71 CM 1:5 1699.19 1203.03 1 qtl-binding wir 48.00 48.00 4.5 C
1 mason I 363 363.00 3.5 fitter I 316 1106.00 1.8 m
3 mason II 326 978.00 sundries 0.00 17.7 m
2 mazdoor I 228 456.00 5720.16 14.1 m
6 mazdoor II 206 1236.00
sundries total to
total 10cft 9502.33
for 1c 2.832 3355.34 total 57201.60 toa ove
basement 29.55 3384.89
CC 1:5:10
Plastering 1:3,10mm TKRCC 1:1.5:3
BW 1:5
RCC 1:2:4
STEEL
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0.22 CM 1:5 1699.19 373.82 0.04 CM1:3 2613.42 104.54 250 P.
2.2 mason I 363 798.60 2.2 mason II 326 717.20 0.12 CM
0.5 mazdoor I 228 114.00 0.5 mazdoor I 228 114.00 10 Po
3.2 mazdoor II 206 659.20 1.1 mazdoor II 206 226.60 1.15 wa
1.1 m
2.1 m
sundries sundries 2.2 m
total 1945.62 total 1162.34 1.1 m
su
to
FOR 1CM 194.56 for 1m2 116.23 fo
0.07 shell lime 1180 82.60 9 40MMmetal 820 7380.00 1300 br
1.6 mason II 326 521.60 4.5 CM 1:4 1998.68 8994.04 0.71 CM
0.5 mazdoorI 228 114.00 1.8 mason II 326 586.80 1 m
2.7 mazdoorII 206 556.20 17.7 mazdoor I 228 4035.60 3 m
sundries 14.1 mazdoor II 206 2904.60 2 m
total 1274.40 sundries 6 m
for1m2 12.74 su
1911.60 23901.04 to
for1m2 19.12 FOR 1CM 2390.10 fo
9 20MMmetal 1112 10008.00 3.23 Distember 53.10 171.51 1.34 Di
4.5 CM 1:2 3712.85 16707.83 0.5 Painter I 293.00 146.50 0.5 Pa
1.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 0.5 m
17.7 mazdoor I 228 4035.60 0.8 mazdoor II 206 164.80 0.8 m
14.1 mazdoor II 206 2904.60
sundries 0.00 sundries 0.69 su
34242.83 597.50
for 1CM 3424.28 for 1m2 59.75 fo
WHITE WASH
Snowcem
colour wash
Plastering 1:5,20mm TK
CC 1:2:4
POINTING 1:3 FOR PRES. TIL
O
CC 1:4:8
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9 40 mm metal 820 7380.00 0.22 cm 1:4 2042.03 449.25 2.22 Pain
4.5 CM 1:3 2570.07 11565.31 2.2 mason I 363 798.60 1.1 pain
1.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 sun
17.7 mazdoor I 228 4035.60 3.2 mazdoor II 206 659.20
14.1 mazdoor II 206 2904.60 sundries
sundries 0.00
Total 26472.31 Total 2021.05
for 1CM 2647.23 for 1CM 202.10 for
2910.03
2.22 paint 138.5 307.47 260 ceramic tiles 16.25 4225 12.8 20m
1.1 painter I 293.00 322.30 0.1 cm1;2 3712.85 371.29 5 slac
4
white cement
with colour
pigment 26.65 106.6 1.8 mas
1 masonI 363 363 17.7 maz
3.7 masonII 326 1206.2 14.1 maz
sundries 0.23 3.3 mazdoor I 228 752.4 sun
2.2 mazdoor II 206 453.2
630.00 sundries
7477.69
for 1m2 63.00 for 1m2 747.77
450 glazed tiles 9.65 4342.50 0.22 cm 1:3 2613.42 574.95 11 roug
0.10 cm1:2 3712.85 371.29 2.2 mason I 363 798.60 3.5 woo
4.00
white cement
with colour
pigment 26.65 106.60 0.5 mazdoorI 228 114.00 10.6 maz
1.10 mason I 363.00 399.30 3.2 mazdoor I I 206 659.20 7.1 maz
4.10 mason II 326.00 1336.60 sundries 0.00 sun
2.70 Mazdoor I 228.00 615.60 1.15 water proof 42.35
3.30 Mazdoor II 206.00 679.80 2146.75
7851.69
for 1m2 785.17 for 1m2 214.68 for
PAINTING Black Board FLOORING TILES(CERAMIC)
Plastering 1:4, 20 MM THK
roWALL TILES(DADDOOING)
cc 1:3:6
With CC 1:3:6 20 mm
metal
Plastering 1:3, 20mm THK
BRICK
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160 Manglore tiles 8295.00 1327.20 10 Manglore tiles 2268.44 2268.44
0.09 lime mortar 824.90 74.24 250 ceiling tiles 5000 1250.00 0.09 lime
0.5 mason II 326 163.00 0.5 mason II 326 163.00 0.5 Carp
1.1 mazdoorI 228 250.80 1.1 mazdoorII 206 226.60 1.1 mazd
2.2 mazdoor I I 206 453.20 2.2 mazd
sundries 0.00 sundries 0.00 sund
2268.44 3908.04
for 1m2 226.84 for 1m2 390.80 for 1m
1.33
Red oxide
primer 145.5 193.52 9 40MMmetal 820 7380.00 1.4 Plast
0.7 painter I 293.00 205.10 4.5 CM 1:2.5 3027.18 13622.32 0.98 Prim
1.8 mason II 326 586.80 2.2 Paint
for 1m2 398.62 17.7 mazdoor I 228 4035.60
14.1 mazdoor II 206 2904.60
10 Priming coat 398.62 398.62 sundries sund
2.22 paint 220.50 489.51
1.1 painter I 293.00 322.30 28529.32 for 1m
Brush cleaning etc., 5.40 FOR 1CM 2852.93
1215.83
for 1m2 121.58
4Steel size3"x11/2" 48.00 192.00 0.14 CM 1:3 2613.42 365.88 0.09 CM1
0.23 paint 121.58 27.36 1.1 mason I 363 399.30 1.6 maso
4 Labour for fixing 19.25 77.00 0.5 mazdoor I 228 114.00 0.5 mazd
Brush cleaning etc., 9.65 1.1 mazdoor II 206 226.60 1.1 mazd
306.01 1.1 water proof 42.35
Rate for 1 Kg 298/4 76.50 sundries 0.00 sund
total 1105.78 total
FOR1CM 110.58 for 1m
EXTER
Roofing with Mangalore tiles RemTiled roofing with Mangalore tilesover ceiling tiles
POINTINPlastering 1:3,12 mm TK
Supply and fixing of hollow MS pipes &
painting two coats etc., CC 1:2.5:5
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One coat of Primer 1 US Gravel 137.8 137.80 1
10
Scrapping
charge 1.7 17.00 1 filling charge 13 13.00 1
0.98 Pimer(liquid) 132.00 129.36
0.7 Painter I 293.00 205.10 total 150.80
For 10 Sq.m. 351.46
MAIN DATA
10 Priming 1 coat 35.15 351.46
1.34 Distember 71.4 95.68
0.5 Painter I 293.00 146.50 1 US Gravel 115.6 115.60 1
0.5 mazdoor I 228 114.00 1 filling charge 13 13.00 1
0.8 mazdoor II 206 164.80
total 128.60
sundries 0.56
873.00
87.30
85.60
Dismantling1 Brick / Stone masonry in L.M cum 78.65
2 Brick / Stone masonry in C.M cum 96.40
3 Mangalore tiles without roof sqm 6.90
4 9.60 3
5 AC sheet roof without roof timber sqm 6.30 1
6 Door, window incl moral of hinges sqm 45.35 1
7 Dismantling P.C.C cum 165.60 1
8 Dismantiling RCC cum 2515.00 2
9 Chipping of concrete sqm 13.90 1
10 Pressed tiles & weathering course sq.m 16.00
11 Pressed tiles only sq.m 8.90
12 Cleaning & Removing of cement plaster sq.m. 3.05
Dismantling B.W & clearing from site
US GRAVEL FILLING FOR BUILDINGDistember with one coatprimer
Suppl
pipes
WELL GRAVEL FILLING FOR BUILDING
Mangalore tiles over flat tiles without roof timber -
Sqm
Distemper with primer for
New surface -1 Sq.m.
Distemper with primer for
old surface -1 Sq.m.
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Sub Data 4.59 x100 Co
Brick Jelly Lime Concrete 1:2:5 3.50 nos Ma
9.5 Brik jelly 40mm 549 m3 5216 m3 7.20 nos Ma3.8 Lime Mortar 1:2 824.90 m3 3135 m3 7.10 nos Ma
1.8 Mason II Class 326 Nos 587 Nos 14.10 nos Ma
17.7 Mazdoor I Class 228 Nos 4036 Nos
14.1 Mazdoor II Class 206 Nos 2905 Nos
Rate Rs. 15877.12 /1M3
Say Rs. 1587.71 /1M3
Main Data
1 White glazed Indian type 1089 Each 1089 Nos
0.6 110mm dia PVC pipe 107.5 Rm 64.5 Rm S.no Itm
0.45 Sand for filling 297.50 Cum 134 Cum 155
0.11 Brick jelly lime concrete 1 1587.71 1 Cum 175 Cum
1 Plumber I Class 322 Each 322 Nos
1 Mason I Class 363 Each 363 Nos 156
0.25 Plumber II Class 300 Each 75 Nos a1 Mazdoor I Class 228 Each 228 Nos b
1 White Cement 23.00 1 Kg 23 kgs
6 Cement 4761.6 MT 28.6 kgs
400 Spun yarn 12 1 Kg 4.8 gms
2506
Rate Rs. 2506.3927 /1No
Say Rate R 2506.39 /1No
Dry Brick work usi
including cost and
labour charges etc
Supplying and fixing in position best Indian make White glazed earthern
ware Oriya type Indian Water Closet
15877.12
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11.00
AC sheets
6mm thick 175.50 1930.50
2.20 Fitter II class 300.00 660.00
1.10
Carpenter I
class 355.00 390.50
3.20
Mazdoor I
class 228.00 729.60
20.00
A j. J o t
with nuts
6mm dia. 3.60 72.00
20.00
Bitumen
washer 15
mm dia. 1.20 24.00Sundries for
white lead
3806.60
for 1m2 380.66
sheet 6mm thk with "J' bolts
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Rate Amount Rate Amount Rate Amount
1 71.56
Earthwork excavation in all clauses of soils
and depositing on bank with initial leadand lift for foundation as per ss20B
83.70 5989.36 83.50 5975.05 85.00 6082.39
2 20.45
Cement concrete 1:4:8 mix using 40mm ISS
HBG metal including cost and conveyance
of all matials to site and all labour charges
etc., complete.
2390.10 48865.59 2390.00 48863.55 2392.00 48904.44
3 58.39
R.R. masonry in c.m.1:5 mix using rough
stones and bond stones with simultaneous
pointing including cost and conveyance of
all materials to site and all labour charges
etc., complete.
2256.25 131741.87 2256.00 131727.28 2257.00 131785.67
4 0.48
Supply and fabrication of steel including
cost and conveyance of all materials to site
and all labour charges etc., complete.
57201.60 27170.76 57200.00 27170.00 57250.00 27193.75
5 3.37
RCC 1:1.5:3 mix using 20mm ISS HBG
Metal including cost and conveyance of all
materials to site and all labour charges etc.,
complete.
4504.76 15192.26 4504.00 15189.69 4505.00 15193.07
Construction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
COMPARATIVE STATEMENT
Estimate Amount : Rs 3.60 lakhs
S.No Qty Description of WorkAs per Estimate Thiru A.John Bose Thiru M.Ponnuvel
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6 15.92
Brick work in cm 1;5 mix using country
bricks including cost and conveyance of all
materials to site and all labour charges etc.,
complete.
3355.34 53417.85 3355.00 53412.44 3356.00 53428.36
7 388.71
Plastering in cm 1:5 mix 12 mmthick
including cost and conveyance of all
materials to site and all labour charges etc.,
complete.
97.78 38007.72 97.70 37976.63 98.00 38093.24
8 495.35
Colour washing two coats with approved
exterior eulsion two coatsincluding cost
and conveyance of all materials to site and
all labour charges etc., complete.
59.75 29596.95 59.70 29572.19 60.00 29720.79
349982.38 349886.82 350401.70
349982.38 - 349886.82
349982.38
127396.00 - 130926.00
127396.00
The lowest rate quanted by the contractor Thiru.A.John Bose was 0.06% less than the estimate rate. So this rate is may be approved
:
:
0.03
-2.77
Thiru A.John Bose
Thiru M.Ponnuvel
x 100
x 100
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QTY RATE AMOUNT QTY RATE AMOUNT
1
Earthwork excavation in allclauses of soils and depositing
on bank with initial lead and
lift for foundation as per ss20B
71.56 83.70 5989 83.50 0.00 83.50
2
Cement concrete 1:4:8 mix
using 40mm ISS HBG metal
including cost and conveyance
of all matials to site and all
labour charges etc., complete.
20.45 2390.10 48866 2390.00 0.00 2390.00
3
R.R. masonry in c.m.1:5 mix
using rough stones and bond
stones with simultaneous
pointing including cost and
conveyance of all materials to
site and all labour charges etc.,
com lete.
58.39 2256.25 131742 2256.00 0.00 2256.00
COMPLETION REPORTConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
Estimate Amount : Rs 3.60 lakhs
Sl.
NoDECREASEDESCRIPTION OF WORK
As per Estimate As per Working billINCREASE
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4
Supply and fabrication of steel
including cost and conveyance
of all materials to site and all
labour charges etc., complete.
0.48 57201.60 27171 57200.0 0.00 57200.00
5
RCC 1:1.5:3 mix using 20mm
ISS HBG Metal including costand conveyance of all
materials to site and all labour
charges etc., complete.
3.37 4504.76 15192 4504.00 0.00 4504.00
6
Brick work in cm 1;5 mix using
country bricks including cost
and conveyance of all
materials to site and all labour
charges etc., complete.
15.92 3355.34 53418 3355.00 0.00 3355.00
7
Plastering in cm 1:5 mix 12mmthick including cost and
conveyance of all materials to
site and all labour charges etc.,
complete.
388.71 97.78 38008 97.70 0.00 97.70
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8
Colour washing two coats
with approved exterior eulsion
two coatsincluding cost and
conveyance of all materials to
site and all labour charges etc.,
complete.
495.35 59.75 29597 59.70 0.00 59.70
9 Provision for Grill gate 8500
10Contigencies & other
unforeseen chargesLS 817
TOTAL 359300 69945.90 0.00 69945.90
359300.00 69945.90Difference = Difference =
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M.F. Form No.83
P.U. Form No.55 Voucher No.
How executed Authority
Last Certificate granted for this if any Voucher No Month
Rate
Up to
date
Since last
CertificateRs P Up to date
Since last
Certificate
Rs P Rs P
0.00 0.00
Earthwork excavation in all
clauses of soils and depositing on
bank with initial lead and lift for
foundation as per ss20B
83.50 0.00 0.00
0.00 0.00
Cement concrete 1:4:8 mix using
40mm ISS HBG metal including
cost and conveyance of all matials
to site and all labour charges etc.,
complete.
2390.00 0.00 0.00
0.00 0.00
R.R. masonry in c.m.1:5 mix using
rough stones and bond stones
with simultaneous pointing
including cost and conveyance of
all materials to site and all labour
charges etc., complete.
2256.00 0.00 0.00
0.00000 0.00000
Supply and fabrication of steel
including cost and conveyance of
all materials to site and all labour
charges etc., complete.
57200.00 0.00 0.00
0.00 0.00
RCC 1:1.5:3 mix using 20mm ISS
HBG Metal including cost and
conveyance of all materials to site
and all labour charges etc.,
complete.
4504.00 0.00 0.00
Esrimate amount : Rs.180000/-
CONTRACT CERTIFICATE
Quantity Executed or
Supplied
Per
Amount
Remarks
Name of Contractor :Thiru: A.JOHN BOSE
Construction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
DESCRIPTION OF WORK
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0.00 0.00
Brick work in cm 1;5 mix using
country bricks including cost and
conveyance of all materials to site
and all labour charges etc.,
complete.
3355.00 0.00 0.00
0.00 0.00
Plastering in cm 1:5 mix 12
mmthick including cost andconveyance of all materials to site
and all labour charges etc.,
complete.
97.70 0.00 0.00
0.00 0.00
Colour washing two coats with
approved exterior eulsion two
coatsincluding cost and
conveyance of all materials to site
and all labour charges etc.,
complete.
59.70 0.00 0.00
Provision for Grill gate 0.00 0.00
Carry over the Page 0.00 0.00
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FiguresWords
1 71.56
Earthwork excavation in all clauses of
soils and depositing on bank withinitial lead and lift for foundation as
per ss20B
cum
2 20.45
Cement concrete 1:4:8 mix using
40mm ISS HBG metal including cost
and conveyance of all matials to site
and all labour charges etc., complete.
cum
3 58.39
R.R. masonry in c.m.1:5 mix using
rough stones and bond stones with
simultaneous pointing including cost
and conveyance of all materials to site
and all labour charges etc., complete.
cum
4 0.48
Supply and fabrication of steel
including cost and conveyance of all
materials to site and all labour charges
etc., complete.
cum
5 3.37
RCC 1:1.5:3 mix using 20mm ISS HBG
Metal including cost and conveyance of
all materials to site and all labour
charges etc., complete.
cum
Rate in
TENDER SCHEDULEConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.
Estimate Amount : Rs 3.60 lakhs
Sl
No.
Probable
quantityDescription of work Unit
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6 15.92
Brick work in cm 1;5 mix using
country bricks including cost and
conveyance of all materials to site and
all labour charges etc., complete.
cum
7 388.71
Plastering in cm 1:5 mix 12 mmthick
including cost and conveyance of all
materials to site and all labour charges
etc., complete.
sqm
8 495.35
Colour washing two coats with
approved exterior eulsion two
coatsincluding cost and conveyance of
all materials to site and all labour
charges etc., complete.
sqm
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Up to dateSince last
CertificateUp to date
Since last
Certificate
1 2 3 4 5 6 7 8
Rs Rs Rs
Work was
Material work Chairman
Commissio
ner
Ps.
.---------
.---------
.--------- Chairman
Commissio
ner
Witness :
Head of Account
Chairman
Commission
er
Rs. Ps.
Station
Dated :20
Received Rs. (
.)n y as na paymen s se emen o a
demands.....Pa
Expenditure including this bill
Balance Available
Resolution NoDate.20
COMPLETION CERTIFICATE
Rs.
Allotment for the year
Office in - charege of work
CHECK MEASUREMENTS CERTIFICATE
Certificate that theduly check measured by me on
(date).
.
Balance Due.. .
Amount
Remarks
Brought forward
uan y xecu e or
Su lied
ITEMSRate Per
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l
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Sl.No Description of work L B D Qty
1
1 x 1 140.00 0.75 0.60 63.00
Total Quantity 63.00
2
1 x 1 140.00 0.75 0.10 10.50
Total Quantity 10.50
3
I Footing 1 x 1 140.00 0.60 0.23 19.32
II Footing 1 x 1 140.00 0.45 0.23 14.49
III Footing 1 x 1 140.00 0.38 0.45 23.94
D/F Gate -1 x 1 3.00 0.38 0.45 -0.51
57.24
4
LS 0.35
0.35
5
For plinth beam 1 x 1 140.00 0.23 0.11 3.54
3.54
6
DETAILED ESTIMATE
Construction of compound wall at Pannaipatty PU Ele School in Eriyodu
town panchayat.
Nos.
Earthwork excavation for foundation in all clauses of soils and subsoils to fulldepth as may be directed except in hard rock requiring blasting but inclusive of
shoring, struting and bailing out water wherever neccessary and refilling the sides
of foundation with excavated earth in layers of not more than 15cm thick well
rammed and consolidated and depositing the
Brick work in cm 1:5 mix using country bricks including all cost and conveyance of
all materials to site and all labour charges etc., complete.
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including
watering whenever necessary and laid in layers not more than 15cm thick
compacting etc., complete complying with std. Specifications and as directed. Rate
for 10 cum.
R.R. masonry in c.m.1:5 mix for foundation and basement using rough stones and
bond stones with simultaneous pointing with same mortar including cost and
conveyance of all materials to site and all labour charges etc., complete.
Supply and fabrication of steel including cost and conveyance of all materials to
site and all labour charges etc., complete.
RCC 1:1.5:3 mix using 20mm ISS HBG Metal including cost and conveyance of all
materials to site and all labour charges etc., complete.
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Brick on edge 1 x 2 140.00 0.075 0.11 2.31
Brick wall 1 x 1 140.00 0.11 1.35 20.79
Brick pillar 1 x 45 0.23 0.11 1.35 1.54
D/F Gate -1 x 1 3.00 0.11 1.35 -0.45
24.19
7
wall Sides 1 x 2 140.00 1.35 378.00
wall top 1 x 1 140.00 0.11 15.40
Pillaster top 1 x 45 0.23 0.11 1.14
Pillar sides 2 x 45 0.11 1.35 13.37
Brick on edge 1 x 2 140.00 0.20 56.00
463.90
wall Sides 1 x 2 140.00 1.35 378.00
wall top 1 x 1 140.00 0.11 15.40
Pillaster top 1 x 45 0.23 0.11 1.14
Pillar sides 2 x 45 0.11 1.35 13.37
Brick on edge 1 x 2 140.00 0.20 56.00
463.90
9 LS
10 LS
ASSISTANT ENGINEER
8
Provision for Grill gate
VEDASANDUR
plastering in cm 1:5 mix 12mm thick including all cost and conveyance etc
compelete.,
colour washing two coats with approved exterior emulsion paint
PANCHAYAT UNION
Contigencies & other unforeseen charges
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cement 4700.00 Mangalore ridge
tiles/1000
23790.00
Mangalore tiles/1000 8295.00
Mangalore ceiling tiles 5000.00
steel 45600.00 Pressed
tiles(20x20x2cm) /1000
8710.00 40mm 742.00
bitumen 45100.00 pan tiles(23x8x
1.7cm)/1000
339.00 25mm 638.00
Emulsion 40500.00 Blasted soling stone 138.60 20mm 1034.00
Brick 3985.00 un blasted stone 84.70 12mm 958.00Brick jelly
(20mm)
550.00 C.W.reeper(50x25mm)/R
M
29.00 10mm 705.00 10-12MM
metal ISS832
Brick jelly
40mm
495.00 C.W.reeper(50x12mm)/R
M
21.10
rough stone 332.00 country wood planks 33030.00 6mm 478.00
bond stone 455.00 C.W.scantling (upto 4m) 28790.00
rough stone
(revetment)
288.00 U S Gravel 130.00 90mm&
75mm
293
328.00
KM stone 328.00 Well Gravel 107.80 63mm 423.00
Hectameter
stone
(0.9x0.15x0.15)
165.00 sand for mortor 110.00 53mm 514.00
slacked lime 869.00
sand for filling
110.00 45mm&
46.5mm
37.50mm
689
689703
shell lime 1180.00 Cuddappah slab 50mm
Tk
342.00 26.5mm&
25mm
665
665
22.40mm 965.00
stone lime 77.00 Cuddappah slab 38/40
Tk
330.00 13.2mm894.00
Mangalore tiles
AA
8295.00 Cuddappah slab 20/30
Tk
304.00 11.2mm608.00
Binding wire 48.00
6.7mm,
6mm,
5.60mm
4.75m
451
451
451
400
Mason 1 363 Road mazdoor 1 228 Fitter 1 322.00
Mason 2
except BW326
Road mazdoor 2206
Fitter 2300.00
Mazdoor 1 228 Head mazdoor 236 Painter 1 293.00
Mazdoor 2 206 Carpenter 1 355 Painter 2 271.00
Wodder
236
Carpenter 2
326
Fitter 1 ( For
pipe laying &
Barbending)
316.00
Mason II class 326
Refilling sand 13.00 JC scrub 2.15 For street 41.85
Refilling soil 14.70 JC light 2.35 Drain 62.78
laying of well
gravel
4.14 JC heavy 3.10 for foundation 83.70
including rolling 10.56 Juliflora with uprooting 3.45 Road 44.60
tack coat over BT 5.12 Juliflora without uprooting 2.65 Silt 35.00
over WBM 12.74 1 st lead 5.25
1 st lift 4.20
metal 3.15 Benching 1.75
Gravel 3.05 Centering
Charges
#REF!
WBM 259.24 sand 3.05 Ghat #REF!
WBM Patch work 77.86 mixing charges 43.35
BT patch 167.5 Grinding lime mortor ordinary 105.9
Picking 5.59
PC& SC 457.11
LABOUR
WORK
Hire &labour
jungle clearence earth work
Stacking
COST OF MATERIALS ,LABOUR &WORK 2013-2014
MATERIALS
ISS METAL
IRC METAL
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31 145.60 209.90 177.50 237.70 294.35 131.70
32 149.70 215.80 182.50 244.40 302.70 135.40
33 153.80 221.70 187.50 251.10 311.05 139.10
34 157.90 227.60 192.50 257.80 319.40 142.80
35 162.00 233.50 197.50 264.50 327.75 146.50
36 166.10 239.40 202.50 271.20 336.10 150.2037 170.20 245.30 207.50 277.90 344.45 153.90
38 174.30 251.20 212.50 284.60 352.80 157.60
39 178.40 257.10 217.50 291.30 361.15 161.30
40 182.50 263.00 222.50 298.00 369.50 165.00
41 185.95 267.95 226.70 303.60 376.50 168.10
42 189.40 272.90 230.90 309.20 383.50 171.20
43 192.85 277.85 235.10 314.80 390.50 174.30
44 196.30 282.80 239.30 320.40 397.50 177.40
45 199.75 287.75 243.50 326.00 404.50 180.50
46 203.20 292.70 247.70 331.60 411.50 183.60
47 206.65 297.65 251.90 337.20 418.50 186.70
48 210.10 302.60 256.10 342.80 425.50 189.80
49 213.55 307.55 260.30 348.40 432.50 192.90
50 217.00 312.50 264.50 354.00 439.50 196.00
51 220.45 317.45 268.70 359.60 446.50 199.10
52 223.90 322.40 272.90 365.20 453.50 202.20
53 227.35 327.35 277.10 370.80 460.50 205.30
54 230.80 332.30 281.30 376.40 467.50 208.40
55 234.25 337.25 285.50 382.00 474.50 211.50
56 237.70 342.20 289.70 387.60 481.50 214.60
57 241.15 347.15 293.90 393.20 488.50 217.70
58 244.60 352.10 298.10 398.80 495.50 220.80
59 248.05 357.05 302.30 404.40 502.50 223.90
60 251.50 362.00 306.50 410.00 509.50 227.00
61 254.95 366.95 310.70 415.60 516.50 230.10
62 258.40 371.90 314.90 421.20 523.50 233.20
63 261.85 376.85 319.10 426.80 530.50 236.30
64 265.30 381.80 323.30 432.40 537.50 239.40
65 268.75 386.75 327.50 438.00 544.50 242.50
66 272.20 391.70 331.70 443.60 551.50 245.60
67 275.65 396.65 335.90 449.20 558.50 248.70
68 279.10 401.60 340.10 454.80 565.50 251.80
69 282.55 406.55 344.30 460.40 572.50 254.90
70 286.00 411.50 348.50 466.00 579.50 258.00
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71 289.45 416.45 352.70 471.60 586.50 261.10
72 292.90 421.40 356.90 477.20 593.50 264.20
73 296.35 426.35 361.10 482.80 600.50 267.30
74 299.80 431.30 365.30 488.40 607.50 270.40
75 303.25 436.25 369.50 494.00 614.50 273.50
76 306.70 441.20 373.70 499.60 621.50 276.6077 310.15 446.15 377.90 505.20 628.50 279.70
78 313.60 451.10 382.10 510.80 635.50 282.80
79 317.05 456.05 386.30 516.40 642.50 285.90
80 320.50 461.00 390.50 522.00 649.50 289.00
81 323.60 465.50 394.25 527.05 655.80 291.85
82 326.70 470.00 398.00 532.10 662.10 294.70
83 329.80 474.50 401.75 537.15 668.40 297.55
84 332.90 479.00 405.50 542.20 674.70 300.40
85 336.00 483.50 409.25 547.25 681.00 303.25
86 339.10 488.00 413.00 552.30 687.30 306.10
87 342.20 492.50 416.75 557.35 693.60 308.95
88 345.30 497.00 420.50 562.40 699.90 311.80
89 348.40 501.50 424.25 567.45 706.20 314.65
90 351.50 506.00 428.00 572.50 712.50 317.50
91 354.60 510.50 431.75 577.55 718.80 320.35
92 357.70 515.00 435.50 582.60 725.10 323.20
93 360.80 519.50 439.25 587.65 731.40 326.05
94 363.90 524.00 443.00 592.70 737.70 328.90
95 367.00 528.50 446.75 597.75 744.00 331.75
96 370.10 533.00 450.50 602.80 750.30 334.60
97 373.20 537.50 454.25 607.85 756.60 337.45
98 376.30 542.00 458.00 612.90 762.90 340.30
99 379.40 546.50 461.75 617.95 769.20 343.15
100 382.50 551.00 465.50 623.00 775.50 346.00
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1 :
2 :
3 :
4 :
5 :
6 :
7 :
8 :
9 :
10 :
11 :
12 :
13 :
14 :
15 :
:
:
16 :
17 :
18 :
QUESTIONARIE FORM
b) Subsiding contractor value
Is this are lowest schedule tender or percentage
tender
If it is schedule tender is comprative statement
enclosed?
Whether the lowest tender has remitted EMD, if
so give details
Date of Technical sanction
PANCHAYAT UNION WORKS
Name of the lowest tenderer and his percentage
value of tendered amount
Are the tender or offers are enclosed in orginal
Whether the lowest tenderer is a registered in
orginal
a) If so , his money limit
Classification of the road
Estimate value of contractor to putup tender
Date of tender calls and its results in full
Name of the contractor and their tenderpremium
Construction of compound wall at
Pannaipatty PU Ele School in Eriyodu town
DR No . SDN No . P.U.E.R.No
Date of DE (H) recommendation
Name of the scheme in which the above work
sanctioner it is? Or orginal work administrative
sanction accorded in G.O. Ms. No. etc.,
PERCENTAGE TENDER OR SCHDULE TENDER
Date of receipt of tender form P.U.C :
Date of receipt of tender form Assistant DWL
Engr
Name of the work
Estimate cost
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