Revised estimate of Panchayat Sarkar Bhawan main building for balance

Name of Work :-
work on current rate Pnchayat-Saraki,Block- Adhoura. (Kaimur), Bihar.
Plinth Ht. of Main Buil 1.5
PANCHAYAT SARKAR BHAWAN(Open FDN)

Work done Amount Balanced work to be done on currentrate Revised Amount

SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
Surface dressing of the ground
including removing vegetation and
1 sqm 0.00 11.27 0.00 0.00 0.00 0.00 13.55 0.00 0.00 0.00
inequilities not exceeding 15 cm deep
do do with all comp job
Earth work in excavation in foundation
trenches or drains(not exceeding 1.5 m in
2 width or 10 sqm on plan) including cum 437.55 319.60 139840.98 393.90 125890.44 43.65 360.70 15744.56 437.55 141635.00
dressing of sides and ramming of bottoms,
lift upto 1.5 m . Including getting out the
excavated soil and disposal of surplus
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cum 218.77 103.30 22598.94 196.99 20349.07 21.78 123.90 2698.54 218.77 23047.61
cm indepth: consolidating each deposited
3 layer by ramming and watering lead
Supplying and Filling in plinth with local
sand and under floors including, watering, cum 701.13 238.60 167289.62 24.62 5874.33 676.51 287.30 194361.32 701.13 200235.66
ramming consolidating and dressing
4 2..28
complete
Brick work with bricks of class
designation 100A in foundations and cum 228 4799.20 1094217.60 161.80 776510.56 66.20 4819.90 319077.38 228.00 1095587.94
plinth in : Cement mortar 1:6 (1 cement: 6
5
coarse sand )
Brick work with bricks of class
designation 100A in foundations and
plinth in : Cement mortar 1:6 (1 cement: 6
6.1.14A
coarse sand )
Extra for Brick work in superstructure
6.3A above plinth level upto floor V cum 288.15 5501.40 1585228.41 191.19 1051812.67 96.96 5662.10 548997.22 288.15 1600809.88
7 6.18.4 Half brick masonry with bricks of class
a designation 100A in foundations and
plinth in : Cement mortar 1:4 (1 cement: 4
coarse send)
6.20a Extra for half Brick masonry in
superstructure above pinth level upto floor sqm 47.17 671.50 31674.66 0.00 0.00 47.17 599.30 28268.98 47.17 28268.98
V level.
8 6.21A Extra for providing and placing in position
2 Nos, 6 mm dia , MS bars at every third cum 47.17 0.00 0.00 0.00 0.00 47.17 0.00 0.00 47.17 0.00
course of half brick masonry (with F. P. S.
bricks)
CEMENT CONRETE WORK
9 4.1.3 Providing and laying in position cement
concrete of specified grade exluding the cum 122.9 4151.40 510207.06 21.47 89130.56 101.43 3998.10 405527.28 122.90 494657.84
cost of centring and shuttering-all work

Page 1 of 6
 Work done Amount Balanced work to be done on currentrate Revised Amount
SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
10 5.1.2 Providing and laying in position specified
grade of reinforced cement concrete
excluding the cost of cum 83.99 4902.30 411744.18 83.99 411744.18 0.00 4688.10 0.00 83.99 411744.18
centring,shuttering,finishing and
reinforcement-All work puto plinth level.
11 5.2.2 Reinforced cement concrete work in wall
(any thickness),including attached
cum 42.87 5723.30 245357.87 26.70 152812.11 16.17 5670.00 91683.90 42.87 244496.01
pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers,
12 5.3 abutments, posts and
Reinforced cement conrete work in
+ beams,suspended floors,roofs having slope
5.33 upto 15, landings,balconiec, cum 15.72 5455.90 85766.75 5.95 32462.61 9.77 5335.90 52131.74 15.72 84594.35
(B) shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair
cases upto floor five level excludingthe
13 5.3 Reinforced cement conrete work in
+ beams,suspended floors,roofs having slope
5.33 upto 15, landings,balconiec, sqm 88.9 5455.90 485029.51 0.00 0.00 88.90 5335.90 474361.51 88.90 474361.51
(B) shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair
14 5.3 Reinforced cement conrete work in
+ beams,suspended floors,roofs having slope
5.33 upto 15, landings,balconiec, cum 13.44 5455.90 73327.30 0.00 0.00 13.44 5335.90 71714.50 13.44 71714.50
(B) shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair
cases upto floor five level excludingthe
15 5.3 Reinforced cement conrete work in
+ beams,suspended floors,roofs having slope
5.33 upto 15, landings,balconiec, cum 7.32 5455.90 39937.19 0.00 0.00 7.32 5335.90 39058.79 7.32 39058.79
(B) shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair
16 5.3 Reinforced cement conrete work in
+ beams,suspended floors,roofs having slope
5.33 upto 15, landings,balconiec,
(B) shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair cum 3.67 5455.90 20023.15 0.00 0.00 3.67 5335.90 19582.75 3.67 19582.75
cases upto floor five level excludingthe
cost of 1 cement:1.5 coarse sand:3 graded
stone aggregate 20 mm nominal
17 5.22 size).Chhaja
Computation of Steel
8mm kg 9452 77.40 731584.80 3918.63 303301.96 5533.37 94.50 522903.47 9452.00 826205.43
10mm kg 6215 76.70 476690.50 3021.85 231775.90 3193.15 92.60 295685.69 6215.00 527461.59
12mm kg 7250 75.20 545200.00 2723.40 204799.68 4526.60 90.80 411015.28 7250.00 615814.96
16mm kg 1933.21 76.00 146923.96 0.00 0.00 1933.21 91.70 177275.36 1933.21 177275.36

Centering and Shuttering

18 5.9.1 Centring and shuttering including
strutting,propping etc.and removal or form cum 165.74 186.30 30877.36 144.75 26966.93 20.99 211.60 4441.48 165.74 31408.41
work for Foundations,footings, bases
Columns
19 5.9.3 sqm
Centering and shuttering in Suspended floors, Landings 531.03 362.60 192551.48 0.00 0.00 531.03 437.50 232325.63 531.03 232325.63

Page 2 of 6
 Work done Amount Balanced work to be done on currentrate Revised Amount
SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
PL Band & GL Band
20 5.9.5 Centering and shuttering in Plinth beam,
sqm 425.14 335.30 142549.44 99.48 33355.64 325.66 404.70 131794.60 425.14 165150.25
major Lintel, Roof Beam
21 5.9.6 Centering and shuttering for stiffners sqm 395.76 425.80 168514.61 271.96 115800.57 123.80 494.40 61206.72 395.76 177007.29
22 5.9.7 Centering and shuttering in Stair waist slab sqm 42.77 384.70 16453.62 0.00 0.00 42.77 439.90 18814.52 42.77 18814.52
23 5.9.19 Centering and shuttering in Chajja sqm 58.31 468.40 27312.40 0.00 0.00 58.31 550.90 32122.98 58.31 32122.98
DOORS AND WINDOWS
providing & fixing Tiron frme for doors
24 10.14.1
windows & ventiltors of mills steel T
section ,joints milterd & welded with 15x3 m 1166 85.60 99809.60 0.00 0.00 1166.00 110.40 128726.40 1166.00 128726.40
mm lugs do ll complete
Providing and fixing factory made uPVC
door frame made of uPVC exturded
25 9.143 sections of size 65mm X 55mm with wall
For toilet and Living Block latrine
m 25.05 448.10 11224.91 0.00 0.00 25.05 516.80 12945.84 25.05 12945.84
and bathroom doors
35 mm thick factory made solid panel PVC
Door shutter made out of single piece
26 9.142.2 extruded solid PVC profiles 5mm
sqm 7.99 3429.00 27397.71 0.00 0.00 7.99 3865.70 30886.94 7.99 30886.94
32(A) swinging door for disabled person sqm 1.92 3429.00 6583.68 0.00 0.00 1.92 3653.00 7013.76 1.92 7013.76
Providing & fixing 1mm thick M.S Sheet
door with frame of 40x40x6 mm do all sqm 68.88 2721.10 187429.37 0.00 0.00 68.88 4279.90 294799.51 68.88 294799.51
27 10.5.1 complete
28 10.12 Steel glazed windows and ventilator sqm 48.11 2973.30 143045.46 0.00 0.00 48.11 3038.90 146201.48 48.11 146201.48
29 10.13B Extra for steel beading to support window glasscum 48.11 367.00 17656.37 0.00 0.00 48.11 396.70 19085.24 48.11 19085.24
Steel work welded in built up
sections/framed worK including cutting
hoisting, rixing in position and applying a kg 2679.45 88.80 237935.16 0.00 0.00 2679.45 114.60 307064.97 2679.45 307064.97
priming coat of approved
steel primer using structural steel, etc. as
30 10.32.2
required
31 9.1.1 Providing second class teak wood railing cum 0.16 95749.10 15319.86 0.00 0.00 0.16 125260.60 20041.70 0.16 20041.70
32 10.18 cast iron box for ceiling fan nos 45 141.30 6358.50 0.00 0.00 45.00 165.40 7443.00 45.00 7443.00
FLOORING WORK
33 11.72One Brick Flat soling jionts filled with local sand sqm 992.77 277.50 275493.68 412.36 114429.90 580.41 283.30 164430.15 992.77 278860.05
Providing designation 100A one brick on
34 11.73 edge soling joint filled with local sand sqm 0 439.80 0.00 0.00 0.00 0.00 287.30 0.00 0.00 0.00
including
35 11.3.1 Providing and laying Cement concrete flooring 1:2:4(1 cement:2
coarse:sand:4 graded stone agregate) finished with a floating coat
of neat cement including cement slurry, etc. but excluding the cost
of nosing of steps etc. complete. 40 mm thick with 20 mm nominal
size stone aggregate

sqm 404.62 282.60 114345.61 0.00 0.00 404.62 289.10 116975.64 404.62 116975.64

11.26.1
over36
20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment

Page 3 of 6
 Work done Amount Balanced work to be done on currentrate Revised Amount
SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
to match the shade of the slab including
rubbing and polishing complete
25 mm thick sqm 300.17 1119.60 336070.33 0.00 0.00 300.17 1252.70 376022.96 300.17 376022.96
Kota stone skirting (upto 30 cm hieght)
11.49 with cement mortar 1:3 (1 cement:3 sqm 39.24 1191.10 46738.76 0.00 0.00 39.24 1334.90 52381.48 39.24 52381.48
coarse sand) finished with a floating coat
37 of neat cement. 18 mm thick.
38 11.6.1 Cement plaster skirting (upto 30 cm
hieght) with cement mortar 1:3 (1 sqm 57.19 284.86 16291.14 0.00 0.00 57.19 304.15 17394.34 57.19 17394.34
cement:3 coarse sand) finished with a
floating coat of neat cement. 18 mm thick.
39 11.38 300 x 300 Ceramic glazed floor tiles in toilets sqm 34.87 736.40 25678.27 0.00 0.00 34.87 686.80 23948.72 34.87 23948.72
40 11.38 Ceramic Glazed Tiles Skirting, Dado sqm 113.28 736.40 83419.39 0.00 0.00 113.28 795.00 90057.60 113.28 90057.60
PLASTER WORK
41 13.11.4 12 mm cement plaster 1:6 (outside surface) sqm 1299.56 126.20 164004.47 0.00 0.00 1299.56 141.50 183887.74 1299.56 183887.74
42 13.12.4 15 mm cement plaster 1:6 (inside surface) sqm 1584.36 145.50 230524.38 0.00 0.00 1584.36 162.80 257933.81 1584.36 257933.81
43 13.24.2 6 mm cement plaster 1:4 in ceiling sqm 750.43 110.90 83222.69 0.00 0.00 750.43 125.60 94254.01 750.43 94254.01
44 13.11.1 12 mm plaster 1:3 with cement punning sqm 421.02 192.20 80920.04 0.00 0.00 421.02 204.80 86224.90 421.02 86224.90
Finishing Walls with water proofing
cement paint of approved brand and
45 13.79.1 manufacture and of required shade to give sqm 1299.56 68.30 88759.95 0.00 0.00 1299.56 81.20 105524.27 1299.56 105524.27
an even shade New work (three or more
coats)
Apply one coat of cement primer of
46 13.78.1 approved brand and manufactur sqm 2334.79 31.00 72378.49 0.00 0.00 2334.79 38.60 90122.89 2334.79 90122.89
47 13.75 Dry distemper with cum 2334.79 58.70 137052.17 0.00 0.00 2334.79 70.50 164602.70 2334.79 164602.70
Painting with ready mixed paint of
48 13.82.1 approved brand and manufacture in all sqm 653.71 74.50 48701.40 0.00 0.00 653.71 83.50 54584.79 653.71 54584.79
shades to give an even shade : New
steel work (two or more coats)
ROOFING WORK
13.13. 20mm thick cement plaster in mix 1:3 with
1 water proofing materials

+
49 sqm 321.69 227.30 73120.14 0.00 0.00 321.69 227.60 73216.64 321.69 73216.64

13.36.
5
50 10.5 Providing and fixing in position collapsible
steel shutters with vertical channes
20x10x2 mm and braced with flat iron
diagonals 20x5 mm size with top and
bottom rail of T-tron 40x40x6 mm with 40 sqm 19.38 5089.50 98634.51 0.00 0.00 19.38 6303.80 122167.64 19.38 122167.64
mm dia steel pulleys complete with
bots.nuts locking arrangement stoppers
handies including applying a priming coat
of approved steel primer.

Page 4 of 6
 Work done Amount Balanced work to be done on currentrate Revised Amount
SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
Providing & fixing 18 mm thick gang saw
51 8.2.2.1 cut,, mirrorpolished …. Do all complete at sqm 4.58 3741.20 17134.70 0.00 0.00 4.58 4242.90 19432.48 4.58 19432.48
all level granite of all colour & shade area
of slab upto .5 sqm
Construction of embankment with
52
3.3+3.5(III) cum 0 207.50 0.00 0.00 0.00 0.00 207.50 0.00 0.00 0.00
approved material do all complete
10915182.87
Total 3815 280 356 238104 671.220

53 Carriage of Materials
Bricks (7+1 km) 238104.00 %o 1221.59 290,865
Stone Chips (11 Manpur to manpur RH+156train+
cum
15bhabuaRH toBhabua) 280.16 2264.50 634,422
Coarse Sand (169+1KM) 356.45 cum 1704.97 607,735
Local Sand (2+km) 671.22 cum 316.86 212,684
Cement(5KM) 190.75 MT 0.00 -
steel(5KM) 24.850 MT 0.00 -
1,745,706
53 Add different cost of materials
Bricks 238104 %o 79.00 18,810
Cement 3815 bags -43.20 (164,808)
Cement . 1,599,709 1,599,709
Total Rs Rs.12514891.57
12514892.00

S.O.R w.e.f 1.1.2022

Lead Houlage with O.H & C.P Loading/ CARRIAGE COST
Materials Unloading Labour
Add 2%
with O.H
with O.H Seigniorage
&C.P
Ls Lu Lk Hs Hu Hk &C.P&GST Charge
STONE 195.1
CHIPS 110 0 1 11.20 13.50 27.2 1 4075.61 2264.50
CORSE
195.1
SAND 69 0 1 11.20 13.50 27.2 1 1671.53 1704.97
LOCAL 195.1
SAND 2 0 1 11.20 13.50 27.2 1 310.65 316.86
CEMENT 5 0 0 11.20 13.50 27.2 402.0 1 462.58 471.83

402.0
STEEL 5 0 0 11.20 13.50 27.2 1 462.58 471.83
BRIKS 7 0 1 11.20 13.50 27.2 617.3 1 1197.64 1221.59

Where,
Ls= Lead on surface road Hs = Houlage on surface road
Lu= Lead on unsurface road Hu= Houlage on unsurface road

Page 5 of 6
 Work done Amount Balanced work to be done on currentrate Revised Amount
SOR
As per Estimate as per M.B. 01.01.2022 Estimate
Sl. Refere Item of Works Unit Remark
nce Gross Gross Quintity Amount
Amount
Quintity Rate Amount Quintity Quintity Rate Amount (9+12) (9+12)
1 2 3 4 5.000 6.000 7.00 8.00 9 10 11 12 13 14 15
Lk= Lead on kuchcha road Hk = Houlage on kuchcha road
RATE OF AS PER SOR OF BCD , DATED : 01.01.2022

Page 6 of 6