KARAMADAI MUNICIPALITY

DATA FOR 2022 - 2023

Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
1 C.M. 1:2 (S.I.No.)
720.00 KG Cement 6040.00 MT 4348.80
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 5896.00
2 C.M. 1:3 (S.I.No.109)
480.00 KG Cement 6040.00 MT 2899.20
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 4446.40
3 C.M. 1:4 (S.I.No110)
360.00 KG Cement 6040.00 MT 2174.40
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 3721.60
4 C.M. 1:5 (S.I.No.111)
288.00 KG Cement 6040.00 MT 1739.52
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 3286.72
5 C.M. 1:6
240.00 KG Cement 6040.00 MT 1449.60
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 2996.80
6 C.M. 1:1.5
960.00 KG Cement 6040.00 MT 5798.40
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 7345.60
7 C.M. 1:8
180.00 KG Cement 6040.00 MT 1087.20
1.00 cum M -Sand For Mortar 1431.20 cum 1431.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 2634.40
8 C.M. 1:2 (S.I.No.)
720.00 KG Cement 6040.00 MT 4348.80
1.00 cum P - Sand For Mortar 1436.20 cum 1436.20
1.00 cum Mixing Charges 116.00 cum 116.00

1
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
Rate for 1 Cum 5901.00
9 C.M. 1:3 (S.I.No.109)
480.00 KG Cement 6040.00 MT 2899.20
1.00 cum P - Sand For Mortar 1436.20 cum 1436.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 4451.40
10 C.M. 1:4 (S.I.No110)
360.00 KG Cement 6040.00 MT 2174.40
1.00 cum P - Sand For Mortar 1436.20 cum 1436.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 3726.60
11 C.M. 1:5 (S.I.No.111)
288.00 KG Cement 6040.00 MT 1739.52
1.00 cum P - Sand For Mortar 1436.20 cum 1436.20
1.00 cum Mixing Charges 116.00 cum 116.00
Rate for 1 Cum 3291.72
1 Earth work excavation for foundation in Hard stiff clay,
stiff black cotton, hard red earth, shales murram,
gravel,stoney earth and earth mixed with small size
boulders SS.20B and Sand, silt or other loose soil, wet
sand,or silt not under water, light black cotton soil, sandy
loam ordinary soil and to full depth as may be directed
except in hardrock requiring blasting inclusive of shoring
shuttering and baling out water and cleaning and
levelling the site etc.,complete 10 cum

a Narrow Foundations - First Depth Upto 2m

1.00 cum Earth work excavation as per SS. 20B 93.45 cum 93.45
1.00 cum Add 100% extra for narrow trenches 93.45 cum 93.45
0.00
Rate for 1cum 186.90
b Narrow Foundations - Second Depth 2m - 3m
1.00 cum Earth work excavation as per SS. 20B 186.90 cum 186.90
1.00 cum Add for 1m lift charges 10.55 cum 10.55
0.04
Rate for 1cum 197.49
c Plinth Beam
1.00 cum Earth work excavation as per SS. 20B 93.45 cum 93.45
Rate for 1cum 93.45
e Drain
1.00 cum Earth work excavation as per SS. 20B 93.45 cum 93.45
0.50 cum Add 100% extra for narrow trenches 93.45 cum 46.72
0.82
140.99

2
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
2 Supplying and filling in foundation and basement with
Crushed Stone Sand (M- Sand) in layers of not more than
15cm thick well rammed watered and compacted etc.,
complete complying with standard specification.

1.00 cum Cost of Crushed Stone Sand (M - Sand) 1431.20 cum 1431.20
1.00 cum Refilling with sand as per S.I.No. 34.20 cum 34.20
0.04
Rate for 1 m 3 1465.44
3 Supplying and filling in foundation and basement with
Well Gravel in layers of not more than 15cm thick well
rammed watered and compacted etc., complete
complying with standard specification.

1.00 cum Cost of Well Gravel 224.75 cum 224.75

1.00 cum Refilling with other than sand 34.20 cum 34.20
0.00
Rate for 1 m 3 258.95
4 Supplying and filling the basement with Good Earth filling
in layers of not more than 15cm thick well rammed
watered and compacted - etc., complete complying with
standard specification.

1.00 cum Excavated earth for basement SS 20B 112.05 Cum 112.05
1.00 cum Unloading 44.25 Cum 44.25
5.00 KM Cost of conveyance 11.65 Km 58.25
1.00 cum Refilling charges 38.95 Cum 38.95
Sundries 0.00
Total for 1 cum 253.50
5 Plain Cement Concrete 1:4:8 (one part of cement, four
part of Crushed Stone Sand (M- Sand) and eight part of
coarse aggregates) using 40mm size ISS HBG metal
including cost and conveyance of all materials to site and
including for the mixing, laying and labour charges and
all incidential charges such as water providing etc.,
complete as per standard specification

9.00 cum Broken stone Jelly - 40mm size 1163.00 cum 10467.00
4.50 cum Cement mortar (1:4) 3721.60 cum 16747.20
1.80 Nos Mason II class 932.00 Each 1677.60
17.70 Nos Mazdoor I class 651.00 Each 11522.70
14.10 Nos Mazdoor II class 534.00 Each 7529.40
Sundries 0.27
Total for 10 Cum 47944.17
Rate for 1 Cum 4794.42

3
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
7 Plain Cement Concrete 1:2:4 (one cement, two Crushed
Stone Sand (M- Sand) and four coarse aggregates) using
20mm size ISS HBG metal including cost and conveyance
of all materials to site and including for the mixing, laying
and labour charges etc., complete as per standard
specification

9.00 cum Broken stone Jelly - 20mm size 1582.20 cum 14239.80
4.50 cum Cement mortar (1:2) 5896.00 cum 26532.00
1.80 Nos Mason II class 932.00 Each 1677.60
17.70 Nos Mazdoor I class 651.00 Each 11522.70
14.10 Nos Mazdoor II class 534.00 Each 7529.40
Sundries 0.17
Total for 10 m3 61501.67
Rate for 1 m3 6150.17
8 Plain Cement Concrete 1:1.5:3 (One part of Cement, one
and half part of Crushed Sand (M- Sand), three coarse
aggregates) using 20mm size ISS HBG metal including
cost and conveyance of all materials to site and including
for the mixing, laying and labour charges etc., complete
as per standard specification
9.00 cum Broken stone Jelly - 20mm size 1582.20 cum 14239.80
4.50 cum Cement mortar (1:1.5) 7345.60 cum 33055.20
1.80 Nos Mason II class 932.00 Each 1677.60
17.70 Nos Mazdoor I class 651.00 Each 11522.70
14.10 Nos Mazdoor II class 534.00 Each 7529.40
Sundries 0.25
Total for 10 m3 68024.95
Rate for 1 m3 6802.50
11 Centering for soffits of RCC slabs of plane surface like
lintels, beams ,etc.,including strutting 3m high using mild
steel sheets of size 90cm X 60cm X and B.G 10 stiffened
with M.S angles of size 25mm X 25mm X 3mm laid over
silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at
about 90cm c/c )and supported dy casurina props of
10cm to 13cm dia (spaced of 75cm C/C) complying with
standard specification and directed - 10 m 2 (P & D)Data
38

Sub Data :1
Cost of M.S sheets and angles for each set weight of M.S
sheets B.G. 10 of size 90cm X 60cm X 3.175mm 3.175 X
7850 /1000 = 24.924 kg. 24.924kg x 0.54 m2 / m 2 =
13.46 kg.Weight of M.S angles of size 25cm X 25mm X
3mm 3.6 X 1.1 kg/m = 4.00 kg.

13.46 Kg Cost of M.S sheets of size 90cm X 60cm of B.G.10 53.00 Kg 713.38
4.00 Kg Cost of M.S angles of size 25cm X 25mm X 3 mm 53.00 Kg 212.00
L.s Add for cutting,bending,welding charges etc., L.s 24.62
Total for Each set 950.00
Sub Data :2

4
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
Cost of M.S sheets and angles and silver Oak joists and
casurina props for 1 m 2
19.00 Set Cost of M.S sheets and M.S angles rate as (A) above 950.00 Each 18050.00
TOTAL FOR 40 USE 18050.00
TOTAL FOR 1 USE 451.25
Silver Oak (c.w) joists of size 10cm X 6.5cm at about 90
0.12 cum 15500.00 cum 1860.00
cm C/C.
98.50 Rm Casurina props 10 to 13 cm.dia. at 75cm C/C 25.20 Rm 2482.20
TOTAL FOR 5 USE 4342.20
TOTAL FOR 1 USE 868.44

Adopting 40 uses for steel sheets and angles and 5 using

for silver oak (c.w) joists and casurina props for one use
for 10 m 2 Cost of steel sheet and angles = Cost (B) /40
= Rs. Cost of silver oak joists and casurina props=
Cost(C)/5 = Rs. Casurina props 10 to 13 cm.dia. at 75cm
center to centre

Main Data for centering 10 m 2

1.00 Set Cost of M.S sheets and angles (D) 451.25 Each 451.25
Cost of silver oak (c.w) joists of size 10cm X 6.5cm at
1.00 cum 868.44 cum 868.44
about 90cm c/c (E)
LS Add for silver planks LS 11.00
3.80 Nos Carpenter I class 976.00 Each 3708.80
5.40 Nos Mazdoor I class 651.00 Each 3515.40
1.00 No Fitter II class 856.00 Each 856.00
LS Add for wedges coils ,nails etc., LS 10.00
Add for periodical cleaning and painting of M.S sheets
LS LS 9.11
and angles
Total for 10 m 2 9430.00
Rate for 1 m 2 943.00
Slab & Beam 943.00

Add Columns 20% 1131.60

Add 50% for Curved Surfaces 1414.50

For Circular Columns 100% 2263.20

Plinth beam
98.50 R.M Cost of Casurina props 10cm to13cm dia 25.20 for 5 uses 496.44
0.30 Nos Carpenter I class 976.00 Each 292.80
0.30 Nos Mazdoor I class 651.00 Each 195.30
for 10 m 2 984.54
for 1 m 2 98.45
Rate for Shuttering (943.00 - 98.45) 844.55
or 844.55
Add 10% For Vertical surfaces 929.01
Drain up to 1mt and Road side 309.67
Drain & culvert up to 2 mtr 619.34
Drain & culvert slap 314.33 628.67

5
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No

12 Providing and laying in position Standardised Concrete

Mix M-20 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 325Kg/ cum and maximum water cement
ratio of 0.55 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone Sand (M- Sand),
but excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers -

5.00 cum 20mm machine crushed stone jelly 1582.20 cum 7911.00
3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum 4264.26
4.79 cum Crushed Stone Sand (M- Sand) 1431.20 cum 6855.45
3250.00 Kg Cement 6040.00 Mt 19630.00
19.50 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg 842.40
3.50 No Mason II class 932.00 Each 3262.00
21.20 No Mazdoor I class 651.00 Each 13801.20
35.30 No Mazdoor II class 534.00 Each 18850.20
10.00 cum Vibration charges 94.20 cum 942.00
Add Water charges and Sundries 35.34
Total for 10 Cum 76393.85
Basic Rate for 1 Cum 7639.38
1.00 cum For foundation & basement 7639.38 7639.38
1.00 cum Add Extra for Ground floor 7639.38 119.85 7759.23
1.00 cum For first floor 7759.23 236.10 7995.33
1.00 cum For Second Floor 7995.33 236.10 8231.43

6
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
13 Providing and laying in position Standardised Concrete
Mix M-25 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 350Kg/ cum and maximum water cement
ratio of 0.55 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but
excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers - The
Coarse and Fine aggregates to be used should comply
with the requiremnents of IS standards.

5.00 cum 20mm machine crushed stone jelly 1582.20 cum 7911.00
3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum 4264.26
4.79 cum M - Sand 1431.20 cum 6855.45
3500.00 Kg Cement 6040.00 Mt 21140.00
28.00 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg 1209.60
3.50 No Mason II class 932.00 Each 3262.00
21.20 No Mazdoor I class 651.00 Each 13801.20
35.30 No Mazdoor II class 534.00 Each 18850.20
10.00 cum Vibration charges 94.20 cum 942.00
Add Water charges and Sundries 33.14
Total for 10 Cum 78268.85
Basic Rate for 1 Cum 7826.88
1.00 cum For foundation & basement 7826.88 7826.88
1.00 cum Add Extra for Ground floor 7826.88 119.85 7946.73
1.00 cum For first floor 7946.73 236.10 8182.83

7
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
14 Providing and laying in position Standardised Concrete
Mix M-30 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 400Kg/ cum and maximum water cement
ratio of 0.45 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but
excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers - The
Coarse and Fine aggregates to be used should comply
with the requiremnents of IS standards.

5.00 cum 20mm machine crushed stone jelly 1582.20 cum 7911.00
3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum 4264.26
4.79 cum M - Sand 1431.20 cum 6855.45
4000.00 Kg Cement 6040.00 Mt 24160.00
40.00 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg 1728.00
3.50 No Mason II class 932.00 Each 3262.00
21.20 No Mazdoor I class 651.00 Each 13801.20
35.30 No Mazdoor II class 534.00 Each 18850.20
10.00 cum Vibration charges 94.20 cum 942.00
Add Water charges and Sundries 34.76
Total for 10 m 3 81808.87
Basic Rate for 1 m 3 8180.89
1.00 cum For foundation & basement 8180.89 8180.89
1.00 cum Add Extra for Ground floor 8180.89 119.85 8300.74
1.00 cum For First Floor 8300.74 236.10 8536.84
15 Suppling and fabricating and placing in position MS (or)
R.T.S. bar for reinforcement to all RCC works as per the
design given including cost of steel and binding wire also
in all floors.

1.00 MT Cost of steel 58000.00 MT 58000.00

10.00 Kg Binding wire 56.35 Kg 563.50
35.00 Nos Fitter I class for bending and tying 866.00 Each 30310.00
Rate For 1MT 88873.50
Rate For 1Qtl 8887.35

8
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
16 Damp proof course with Cement Mortar 1:4 (One Cement
and Four plastering sand (P - Sand)) 12mm thick mixed
with best approved quality water proofing compound
conforming to Indian Standard specification as specified
by the departmental officers at 2% by weight of cement
used and finishing, curing etc. complete complying with
standard specification.

0.14 cu.m. Cement Mortar 1:4 3726.60 cu.m. 521.72

1.00 Kg Water proofing compound 42.70 Kg 42.70
1.10 Nos. Mason I Class 999.00 Each 1098.90
0.50 Nos. Mazdoor I Class 651.00 Each 325.50
1.10 Nos. Mazdoor II Class 534.00 Each 587.40
0.47
Total for 10 sq.m. 2576.69
Rate for 1 sq.m. 257.67
17 Brick work in CM 1:5 (one cement & Five Crushed Stone
Sand (M- Sand)) using II class ground moulded bricks of
size 9" X 43/8"X 2 3/4" including finishing, curing, etc.,
complete complying with standard specification -
100CFT

1300.00 Nos II class ground moulded bricks - 9"X4 3/8" X 2 3/4" 6595.00 1000 nos 8573.50
0.71 cum Cement mortar 1:5 3286.72 cum 2327.00
1.00 Nos Mason I class 999.00 Each 999.00
3.00 Nos Mason II class 932.00 Each 2796.00
2.00 Nos Mazdoor I class 651.00 Each 1302.00
6.00 Nos Mazdoor II class 534.00 Each 3204.00
l.s Sundries 0.11
Total for 100 CFT 19201.61
Rate for 1 cum 6785.02
FOR SUPER STRUCTURE IN G.F
1.00 cum For foundation & basement 6785.02 6785.02
1.00 cum Add Extra for Ground floor 6785.02 78.90 6863.92
1.00 cum For first floor 6863.92 159.20 7023.12
1.00 cum For Second Floor 7023.12 159.20 7182.32
19 Brick Partition Walls using II class ground moulded
chamber bricks of size 9"X43/8"X 23/4" in C.M 1:3 (One
part of Cement and Three part of Crushed Stone Sand
(M- Sand)) using hoop iron reinforcement,if found
necessary standard specification including finishing,
curing,etc., complete complying with standard
specification - 10 sqm

a Ground Floor
1.08 cum Brick Work in C.M.1:3 7154.01 cum 7726.33
1.00 No. Extra Mason I class 999.00 Each 999.00
0.04

9
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
Total for 10 Sqm 8725.37
Rate for 1 Sqm 872.54
b First Floor
1.08 cum Brick Work in C.M.1:3 7313.21 cum 7898.26
1.00 No. Extra Mason I class 999.00 Each 999.00
0.10
Total for 10 Sqm 8897.36
Rate for 1 Sqm 889.74
c Second Floor
1.08 cum Brick Work in C.M.1:3 7472.41 cum 8070.20
1.00 No. Extra Mason I class 999.00 Each 999.00
0.17
Total for 10 Sqm 9069.37
Rate for 1 Sqm 906.94
20 Plastering with cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), 10mm
thick in all floors including cost and conveyance of all
materilas to site and labour charges etc,complete as per
standard specifications

0.10 cum Cement mortar (1:3) 4451.40 cum 445.14

1.10 Nos Mason Iclass 999.00 Each 1098.90
1.10 Nos Mazdoor I class 651.00 Each 716.10
1.10 Nos Mazdoor II class 534.00 Each 587.40
Sundries 0.31
Total for 10 Sqm 2847.85
Rate for 1 Sqm 284.78
21 Plastering with cement mortar 1:5 (One part of Cement
and Five part of Plastering Sand (P- Sand)) 12mm, thick
in all floors including cost and conveyance of all materilas
to site and labour charges etc,complete as per standard
specifications

0.14 cum Cement mortar (1:5) 3291.72 cum 460.84

1.10 Nos Mason I class 999.00 Each 1098.90
0.50 Nos Mazdoor I class 651.00 Each 325.50
1.10 Nos Mazdoor II class 534.00 Each 587.40
Sundries 0.05
Total for 10 Sqm 2472.69
Rate for 1 Sqm 247.27
22 Plastering with cement mortar 1:4 (One Part of Cement
and Four part of Plastering Sand (P- Sand)) 20mm thick
in all floors including cost and conveyance of all materials
to site and labour charges etc, complete complying with
standard specifications (S.I.309)

0.22 cum Cement mortar (1:4) 3726.60 cum 819.85

10
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
2.20 Nos Mason I class 999.00 Each 2197.80
0.50 Nos Mazdoor I class 651.00 Each 325.50
3.20 Nos Mazdoor II class 534.00 Each 1708.80
0.43
Total for 10 m 2 5052.38
Rate for 1 m 2 505.24
23 Stucco Plastering 12 mm thick using blue granite chips of
size 10 mm and below over a base plastering with
cement mortar 1:5 (One part of Cement and Five part of
Plastering Sand (P- Sand)), 12mm thick,including cost
and conveyance of all materials to site etc,complete as
per standard specification.

10.00 sqm Pastering with C.M 1:5 12 mm thick 247.27 sqm 2472.69
0.15 cum Blue granite chips 10 mm thick 1109.20 cum 166.38
72.00 Kgs Cement 6040.00 MT 434.88
14.50 Kgs Cement for slurry 6040.00 MT 87.58
1.60 Nos Mason I class 999.00 Each 1598.40
0.50 Nos Mazdoor I class 651.00 Each 325.50
1.10 Nos Mazdoor II class 534.00 Each 587.40
L.S Sundries 0.39
Total for 10 m 2
5673.22
Rate for 1 m 2
567.32
23 Plastering with cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)) 20mm
thick in all floors including cost and conveyance of all
materials to site and labour charges etc, complete
complying with standard specifications (S.I.309)

0.22 cum Cement mortar (1:3) 4451.40 cum 979.31

2.20 Nos Mason I class 999.00 Each 2197.80
0.50 Nos Mazdoor I class 651.00 Each 325.50
3.20 Nos Mazdoor II class 534.00 Each 1708.80
0.47
Total for 10 m 2 5211.88
Rate for 1 m 2 521.19
24 Plastering with cement mortar 1:3 (One part of Cement
and three part of Plastering Sand (P- Sand)) 12mm, thick
in all floors including cost and conveyance of all materilas
to site and labour charges etc,complete as per standard
specifications

0.14 cum Cement mortar (1:3) 4451.40 cum 623.20

1.10 Nos Mason I class 999.00 Each 1098.90
0.50 Nos Mazdoor I class 651.00 Each 325.50
1.10 Nos Mazdoor II class 534.00 Each 587.40
Sundries 0.20

11
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
Total for 10 Sqm 2635.20
Rate for 1 Sqm 263.52
25 Weathering Course with Concrete Broken Brick
(S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in
pure slaked lime (no sand to be added) over roof slab,the
proportion of brick jelly to lime being '32 to 12.5 well
beated with wooden beaters for giving required slope
and thickness as directed by the departmental officers
etc., complete.-10 cum

12.80 cum Brick Jelly (20mm gauge) 786.00 cum 10060.80

5.00 cum Slaked lime 993.00 cum 4965.00
1.80 Nos Mason I Class 999.00 Each 1798.20
17.70 Nos Mazdoor I class 651.00 Each 11522.70
14.10 Nos Mazdoor I I class 534.00 Each 7529.40
LS Sundries LS 0.32
Total for 10 Cum 35876.42
Rate for 1 Cum 3587.64
26 Finishing the top of roof with one course of machine
pressed tiles of size 200 mm x 200 mm x 20 mm of
approved quality in Cement Mortar 1:3 (One part of
Cement and Three part of Plastering Sand (P- Sand)), 12
mm thick mixed with water proofing compound
conforming to ISS at 2% by weight of cement used and
the joints pointed neatly to full depth of tiles with the
same cement mortar mixed with red oxide and water
proofing compound including curing etc., complete

Sub data
Pointing with Cement Mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), Slabs And
Tiles to full depth of Tiles, (Marble slabs, Pressed Tiles,
Ornamental tiles) -10 sqm
0.04 cum Cement Mortar (1:3) 4451.40 CUM 178.06
2.20 Nos Mason II class 932.00 Each 2050.40
0.50 Nos Mazdoor I class 651.00 Each 325.50
1.10 Nos Mazdoor II class 534.00 Each 587.40
L.S Colour Pigment. -0.01
Total for 10 Sqm 3141.35
Rate for 1 Sqm 314.13
Main Data
250.00 Nos Pressed Tiles of Size 200mm X 200mm X 20mm 11356.00 1000 nos 2839.00
0.12 cum Cement Mortar 1:3 4446.40 cum 533.57
10.00 sqm Pointing with Cement Mortar 1:3 314.13 sqm 3141.35
1.15 Kg Impermo / W.P.C 42.70 Kg 49.19
1.10 Nos Mason I Class 999.00 Each 1098.90
2.10 Nos Mason II Class 932.00 Each 1957.20
2.20 Nos Mazdoor I class 651.00 Each 1432.20

12
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
1.10 Nos Mazdoor I I class 534.00 Each 587.40
Sundries 0.06
Total for 10 Sqm 11638.86
Rate for 1 Sqm 1163.89
27 Supply and fixing of M.S Grills with Doors and Windows
with one coat of Red oxide with Primer including all costs
such as welding,grinding and fabrication charges, cost
and conveyance of all materials to site etc,complete as
per standard specification.

1.00 Kg Supplying of M.S.Grills as per SC.Item No 131 70.15 Kg 70.15

1.00 Kg Labour Charges SC. Item No. R-3 32.00 Kg 32.00
Rate for 1 Kg 102.15
31 Supplying and fixing of rolling shutters shall be pull and
push type (Gear operated) made of 18G/3" lathe sections
which consist of five main parts such as curtain, lock
plate, guide channels rollers and hood cover. These five
main parts are made out of special components detailed
below: curtain shall be of 18G/3" lath sections cut to
required size and filled with heavy cast iron / MS clips.
For 8'0"(2.45m) high rolling shutter lath sections
provided shall be not less than 37 numbers. Lock plate
shall be 10GMS sheet and attached to the side brackets
with 20mm square bar.Side brackets shall be of 10G MS
plate and cast iron "U" clamps shall be rivetted to the
side brackets. Roller shall be of heavy cast iron pullies
fitted with heavy duty "C" class 40mm steel pipe and
high tensile high carbon coil springs. 2 springs shall be
supplied. Side brackets shall be of 10G MS plate and cast
iron "U" clamps shall be rivetted to the side brackets.
Roller shall be of heavy cast iron pullies fitted with heavy
duty "C" class 40mm steel pipe and high tensile high
arbon coil springs - 2 springs shall be supplied. Hood
cover shall be of 0.8mm CRCA sheet reinforced with
25mmx25mmx3mm MS angle or gate channel. The
rolling shutter in addition to the above should have
pulling hook and shall be coated on exposed area with
heavy coat of red oxide primer etc., complete.

43 Providing granolithic floor finish of 25mm thickness

with plain cement concrete 1:2:4 (One Cement, Two
crushed sand (M-Sand) and Four aggregate) using 10 to
12mm gauge hard broken stone jelly including laying,
finishing and the top rubbed smooth with power trawl,
thread lining, curing etc. complete complying with
standard specification and as directed by the
departmental officers. (The rate is inclusive of necessary
planking for panelling wherever necessary and as
directed by the departmental officers)

SUB DATA-PCC 1:2:4

9.00 cu.m. 10 to 12.50mm HBGS Jelly 1292.20 cu.m. 11629.80
4.50 cu.m. Cement Mortar 1:2 5896.00 cu.m. 26532.00

13
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
1.80 Each Mason II Class 932.00 Each 1677.60
17.70 Each Mazdoor I Class 651.00 Each 11522.70
14.10 Each Mazdoor II Class 534.00 Each 7529.40
Sundries 0.17
Total for 10 cu.m. 58891.67
Rate for 1 cu.m. 5889.17
MAIN DATA

0.25 cu.m. Cement Concrete 1:2:4 5889.17 cu.m. 147.23

Add for top rubbed smooth with power trawl, thread

LS LS 4.20
lining, curing etc.,
Rate for 1 sq.m. 151.43
47 Dadooing Supplying and laying in flooring with fully
polished Sinthetic Grey colour Granite stone of 10mm
thick (average) of 2' X 1' in size laid in cement mortar 1:2
(one cement and two Plastering sand) 20mm thick &
pointed with same colour of cement etc., complete as
per standard specification

10.00 sqm Granite slab 10 mm thick 749.00 Sqm 7490.00

0.10 cum Cement Mortar 1:2 5901.00 cum 590.10
4.00 Kg Colour Cement 27.25 Kg 109.00
1.10 Nos Mason I class 999.00 Each 1098.90
4.10 Nos Mason II class 932.00 Each 3821.20
2.70 Nos Mazdoor I class 651.00 Each 1757.70
3.30 Nos Mazdoor I I class 534.00 Each 1762.20
Sundries 0.25
Total for 10 Sqm 16629.35
Rate for 1 m 2
1662.94
49 White washing two coats with freshly burnt shell lime
white in colour in all floors including cost of lime and
other materials brushes scaffolding charges etc.complete
complying with standard specification and as directed. -
100sq.m S.I.333

0.07 cum Fine screened shell lime 1348.00 cum 94.36

1.60 Nos Mason II class 932.00 Each 1491.20
0.50 Nos Mazdoor I class 651.00 Each 325.50
2.70 Nos Mazdoor II class 534.00 Each 1441.80
Gum,conjee water or prickly pear juice including
LS L.S 2.14
'necessary firewood and brushes
Rate for 100m 2 3355.00
Rate for 1m 2 33.55

14
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
50 Painting two coats of newly plastered wall surface with
ready mixed Cement paint of first quality and of
approved colour over a priming coat including preparing
the surface, clean removal of dirt and including necessary
plaster of paris putty wherever required etc., complete
complying with standard specification.

10.00 sqm Cleaning the plastered surface 5.25 sqm 52.50

3.23 Kg Cement Paint 49.85 Kg 161.02
0.50 Nos Painter I Class 797.00 Each 398.50
0.50 Nos Mazdoor I Class 651.00 Each 325.50
0.80 Nos Mazdoor II Class 534.00 Each 427.20
5.28
Rate for 10 sqm 1370.00
Rate per 1 m2 137.00
51 Painting two coats for Interior surface with approved
Interior Plastic Emulsion paint approved quality and
colour over a priming coat, including thorough scrapping,
clean removal of dirt, etc complete and including
necessary plaster of paris, putty, wherever required etc,
complete as per standard specification.

1.40 litre Interior Emulsion paint 295.60 litre 413.84

0.98 litre Primer 147.50 litre 144.55
2.20 Nos Painter I class 797.00 Each 1753.40
Sundries for brushes ,sand-paper,putty,plaster 'of pairs
l.s L.s 3.21
etc.
Total for 10 Sqm 2315.00
Rate for 1 Sqm 231.50
52 Painting two coats for Exterior surface with approved
Exterior Plastic Emulsion paint approved quality and
colour over a priming coat, including thorough scrapping,
clean removal of dirt, etc complete and including
necessary plaster of paris, putty, wherever required etc,
complete as per standard specification.

1.40 litre Exterior Emulsion paint 303.80 litre 425.32

0.98 litre Primer 151.30 litre 148.27
2.20 Nos Painter I class 797.00 Each 1753.40
Sundries for brushes ,sand-paper,putty,plaster 'of pairs
l.s L.s 3.01
etc.
Total for 10 Sqm 2330.00
Rate for 1 Sqm 233.00
53 Painting two coats with Ready Mixed Enamel Paint over
the new iron works of approved quality and colour
without priming coat including the cost all materials
etc.,complete, in all floors.

For Two coats

15
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
2.22 Litre Ready mixed paint 227.60 Litre 505.27
1.10 Nos Painter I class 797.00 Each 876.70
L.s Sundries for brushes ,soap patty etc., 3.03
Total for 10 Sqm 1385.00
Rate for 1 Sqm 138.50
54 Painting with Ready Mixed Enamel Paint over the new
wood works of approved quality and colour without
priming coat including the cost all materials
etc.,complete, in all floors.

For Priming coat

1.44 Litre Ready mixed primer 147.50 Litre 212.40
0.70 Nos. Painter I Class 797.00 Each 557.90
For Enamel Painting
2.55 Litre Ready mixed paint 238.90 Litre 609.19
1.20 Nos Painter I class 797.00 Each 956.40
L.s Sundries for brushes ,soap patty etc., 4.10
Total for 10 Sqm 2340.00
Rate for 1 Sqm 234.00
62 R.C.C.Jolly by a new of following size in M20 Concrete
using 20mm gauge hard broken granite stone jelly and
river sand excluding cost of reinforcement but
includingcharges,fabrication charges curing neat
finishing and labour charges for fixing the jolly in position
with standard spefication
R.C.C Jolly 0.60x0.60x0.05=0.36m2
C.W. required for Mould
C.W.for outer frame 2.80x0.05x0.05= 0.007
Solid wood for cutting to be required 0.60x0.60x0.05 0.018
Reeper of size 0.05x0.025 required to fix the design 0.70+0.70=1
Block in position .40
Cost of Mould - 5 Uses
0.025 cu.m c.w.scantling 34300.00 cu.m 857.50
1.40 Rm c.w. Reepers 50 X 25mm 34.60 RM 48.44
0.025 cu.m Labour charges 13690.00 cum 342.25
Sub Total 1248.19
LS Mould rate /I use 249.64
Main Data
0.011 cu.m R.C.C. M20 7639.38 cu.m 84.03
1.00 use moulding charges 249.64 RM 249.64
L.S 0.74
0.36sqm 334.41
For 1sqm 928.92
Say 930.00

16
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
70 Supplying and fixing in position Indian water closet of
size 580 X 440mm, white glazed earthen ware of
approved quality with 'P' trap or 'S' trap confirming to
IS:2556 - Part XII with sand cushion and forming
flooring alround the closet using 40mm broken brick jelly
in lime concrete 1:2:5 ( one part of lime, two parts of
sand and five parts of brick jelly) 100mm thick and
finishing the top to required slope and including giving
necessary connection to cast iron soil pipes/ PVC pipes
by dismandling brick masonry, reinforced cement
concrete roof/floor slab and making good the disturbed
portion to original condition without leakage etc.,
complete complying with standard specifications and as
directed by the departmental officers.

Sub Data - 1 - Lime mortar 1:2

0.50 cum Cost of lime 993.00 cum 496.50
1.00 cum Cost of sand 1431.20 cum 1431.20
1.00 cum Grinding charges 280.60 cum 280.60
2208.30
Sub data - 2
Brick jelly lime concrete 1:2:5 using 40mm brick jelly
9.50 cum Brick jelly 40mm 705.00 No 6697.50
3.80 cum Lime mortar 1:2 2208.30 cum 8391.54
1.80 No Mason II class 932.00 RM 1677.60
17.70 No Mazdoor I class 651.00 cum 11522.70
14.10 No Mazdoor II class 534.00 cum 7529.40
0.30
35819.04
3581.90
Main Data
1.00 Nos Cost of IWC Oriya Type, Cost of 'P' or 'S' trap 1201.00 Nos 1201.00
0.45 cu.m Sand for filling : 0.45 cu.m 1431.20 cum 644.04
0.11 cu.m Brick jellylime concrete 1:2:5 : 0.11 cu.m 3581.90 cum 394.01
1.00 Nos. Plumber I class 866.00 Each 866.00
1.00 Nos. Mason I class 999.00 Each 999.00
0.25 Nos. Plumber II class 839.00 Each 209.75
1.00 Nos. Mazdoor I class 651.00 Each 651.00
1.00 Kg. White cement 22.60 Kg. 22.60
6.00 Kgs. Cement 6040.00 MT 36.24
400.00 gram Spun yarn 13.10 Kg 5.24
0.11
TOTAL 5028.99

17
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No
86 Supplying and fixing in position C.I.Manhole covers (light
or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3
(One part of Cement and Three part of Plastering Sand
(P- Sand)), of best approved quality and as per standard
specifications etc.,complete.

Sub Data - Labour charges - 3 Nos

1.00 Nos. Mason I class 999.00 Each 999.00
1.00 Nos. Mazdoor I class 651.00 Each 651.00
Total for 3 Nos 1650.00
For 1 No 550.00
Main Data
1.00 Nos. Cost of C.I.Manhole Cover(Heavy / Light) 1864.00 Each 1864.00
0.004 cu.m Cement Mortar 1:3 4451.40 cu.m 17.81
1.000 No Labour charges 550.00 Each 550.00
Sundries 0.43
TOTAL 2432.24
87 Removal of Excavated Excess Earth away from the site to
5K.M including loading and transportation charges etc,
complete as per standard specification. For 1M3

5.00 Km 0 to 5 KM 11.65 Km 58.25

1.00 cum UnLoading charges 44.25 cum 44.25
Sundries 0.00
Rate for 1 m 3 102.50
90 Random rubble masonry in cement motor 1:5 (one Part
of cement, Five part of Crushed Stone Sand (M- Sand))
mix using all granite stones and bond stones for
foundation and basement from approved quarry including
watering, curing, and labour charges etc., completed as
per standard specification

10.00 cum Rough stones 542.60 cum 5426.00

1.00 cum Bond stones 741.60 cum 741.60
3.40 cum C. Mortar 1:5 3286.72 Each 11174.85
7.10 Nos. Mason I 999.00 Each 7092.90
10.60 Nos. Mason II 932.00 Each 9879.20
14.10 Nos. Mazdoor I 651.00 Each 9179.10
14.10 Nos. Mazdoor II 534.00 Each 7529.40
Sundries 0.45
Total for 10 cum 51023.50
Rate for 1 cum 5102.35

18
Sl.
QTY UNIT DESCRIPTION RATE PER AMOUNT
No

Manufacturing, Supplying and Fixing of Stainless Steel

Hand rails for staircase using 50mm dia 304L Grade
Stainless Steel pipe of 1.60mm thick at required
locations to a height of 900mm from finished floor level
1.00 Nos welded to 38mm dia Stainless Steel pipe post of 1.00mm 5536.00 sqm. 5536.00
thick as vertical at 900mm centre with 2 Nos. of 25mm
dia intermediate horizontal stainless steel pipe of
1.60mm thick in between. The vertical pipe has to be
welded to the 100 X 100 X 6mm MS base plate encased
in the base concrete. The rate is inclusive of the charges
for cutting, bending, welding, grinding, polishing,
conveyance, electrical charges, etc. complete

19
1 M 20 RATE PER m3 Basic Lifting Total
Rate Charges
Below G.L
a) Up to 1.5 m below Ground Level 7639.38 0.00 7639.38

7639.38 117.90
b) From 1.5 to 4.5 m Below Ground Level 7757.28

c) 4.5 m to 9.00 m below G.L. 7757.28 236.70 7993.98

d) 9 m to 13.50 m below G.L. 7993.98 236.70 8230.68

Above G.L
a) Up to basement 7639.38 0.00 7639.38

b) From basement to 4.5 m Above Ground L 7639.38 119.85 7759.23

.
c) 4.5 m to 7.5 m above G.L. 7759.23 236.10 7995.33

d) 7.50 m to 10.98 m above G.L. 7995.33 236.10 8231.43

e) 10.98m to 14.64 m above G.L. 8231.43 236.10 8467.53

f) 14.64 m to 18.3 m above G.L 8467.53 236.10 8703.63

g) 18.3 m to 21.96 m above G.L 8703.63 236.10 8939.73

P.C.C. 1 : 4 : 8 (Using 40mm) RATE Basic Lifting
2 PER m3 Rate Charges
Total

a) UP TO 1.5 m Below G. L. 4794.42 0.00 4794.42

b) 1.5 m to 4.5 m Below G. L. 4794.42 111.80 4906.22

c) 4.50 m to 9.00 m Below G. L. 4906.22 224.40 5130.62

d) 5130.62 224.40 5355.02

9 m to 13.50 m Below G.L.
Basic Lifting
3 M30 RATE PER m3 Rate Charges
Total

Below G.L
a) Up to 1.5 m below Ground Level 8180.89 0.00 8180.89

b) From 1.5 to 4.5 m Below Ground Level 8180.89 117.90 8298.79

c) 4.5 m to 9.00 m below G.L. 8298.79 236.70 8535.49

d) 9 m to 13.50 m below G.L. 8535.49 236.70 8772.19

Above G.L
a) Up to basement 8180.89 0.00 8180.89

b) From basement to 4.5 m Above Ground L 8180.89 119.85 8300.74

 .
c) 4.5 m to 7.5 m above G.L. 8300.74 236.10 8536.84

d) 7.50 m to 10.98 m above G.L. 8536.84 236.10 8772.94

e) 10.98m to 14.64 m above G.L. 8772.94 236.10 9009.04

f) 14.64 m to 18.3 m above G.L 9009.04 236.10 9245.14

f) 18.3 m to 21.96 m above G.L 9245.14 236.10 9481.24

81. CENTERING CHARGES FOR DIFFERENT HEIGHT

Plain
Curved Square Circular Surface
Plain Surface for sewerage works
Surface Column Column for Civil
works
Sl.
No. Additional
Basic Rate 50% Extra Basic Rate Additiona
for 20% Extra
(Rs.) - Total (Rs.) from Basic 2 x Square (Rs.) - l for Total
Description Strutting from Basic
(Data CL Slab Rate Column (Data CL Strutting (Rs.)
(Rs.) (Data Rate
35) (Wall) 35) (Rs.)
CL 35)

1 0-3.30m 943.00 - 943.00 1,266.82 1,131.60 2,263.20 844.55 - 844.63

2 3.30-4.30m 943.00 32.82 975.82 1,299.64 1,164.42 2,296.02 844.55 32.82 877.37
3 4.30-5.30m 943.00 65.64 1,008.64 1,332.46 1,197.24 2,328.84 844.55 65.64 910.19
4 5.30-6.30m 943.00 98.46 1,041.46 1,365.28 1,230.06 2,361.66 844.55 98.46 943.01
5 6.30-7.30m 943.00 131.28 1,074.28 1,398.10 1,262.88 2,394.48 844.55 131.28 975.83
6 7.30-8.30m 943.00 164.10 1,107.10 1,430.92 1,295.70 2,427.30 844.55 164.10 1,008.65
7 8.30-9.30m 943.00 196.92 1,139.92 1,463.74 1,328.52 2,460.12 844.55 196.92 1,041.47
8 9.30-10.30m 943.00 229.74 1,172.74 1,496.56 1,361.34 2,492.94 844.55 229.74 1,074.29
9 10.30-11.30m 943.00 262.56 1,205.56 1,529.38 1,394.16 2,525.76 844.55 262.56 1,107.11
10 11.30-12.30m 943.00 295.38 1,238.38 1,562.20 1,426.98 2,558.58 844.55 295.38 1,139.93
11 12.30-13.30m 943.00 328.20 1,271.20 1,595.02 1,459.80 2,591.40 844.55 328.20 1,172.75
12 13.30-14.30m 943.00 361.02 1,304.02 1,627.84 1,492.62 2,624.22 844.55 361.02 1,205.57
13 14.30-15.30m 943.00 393.84 1,336.84 1,660.66 1,525.44 2,657.04 844.55 393.84 1,238.39
14 15.30-16.30m 943.00 426.66 1,369.66 1,693.48 1,558.26 2,689.86 844.55 426.66 1,271.21
15 16.30-17.30m 943.00 459.48 1,402.48 1,726.30 1,591.08 2,722.68 844.55 459.48 1,304.03
16 17.30-18.30m 943.00 492.30 1,435.30 1,759.12 1,623.90 2,755.50 844.55 492.30 1,336.85
17 18.30-19.30m 943.00 525.12 1,468.12 1,791.94 1,656.72 2,788.32 844.55 525.12 1,369.67
18 19.30-20.30m 943.00 557.94 1,500.94 1,824.76 1,689.54 2,821.14 844.55 557.94 1,402.49
 KARAMADAI MUNICIPALITY
DATA FOR 2022 - 2023

Sl.
QTY UNIT DESCRIPTION RATE PER
No
1 C.M. 1:2 (S.I.No.)
720.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
2 C.M. 1:3 (S.I.No.109)
480.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
3 C.M. 1:4 (S.I.No110)
360.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
4 C.M. 1:5 (S.I.No.111)
288.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
5 C.M. 1:6
240.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
6 C.M. 1:1.5
960.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
7 C.M. 1:8
180.00 KG Cement 6040.00 MT
1.00 cum M -Sand For Mortar 1431.20 cum
1.00 cum Mixing Charges 116.00 cum

22
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Rate for 1 Cum
8 C.M. 1:2 (S.I.No.)
720.00 KG Cement 6040.00 MT
1.00 cum P - Sand For Mortar 1436.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
9 C.M. 1:3 (S.I.No.109)
480.00 KG Cement 6040.00 MT
1.00 cum P - Sand For Mortar 1436.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
10 C.M. 1:4 (S.I.No110)
360.00 KG Cement 6040.00 MT
1.00 cum P - Sand For Mortar 1436.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
11 C.M. 1:5 (S.I.No.111)
288.00 KG Cement 6040.00 MT
1.00 cum P - Sand For Mortar 1436.20 cum
1.00 cum Mixing Charges 116.00 cum
Rate for 1 Cum
1 Earth work excavation for foundation in Hard stiff clay,
stiff black cotton, hard red earth, shales murram,
gravel,stoney earth and earth mixed with small size
boulders SS.20B and Sand, silt or other loose soil, wet
sand,or silt not under water, light black cotton soil, sandy
loam ordinary soil and to full depth as may be directed
except in hardrock requiring blasting inclusive of shoring
shuttering and baling out water and cleaning and
levelling the site etc.,complete 10 cum

a Narrow Foundations - First Depth Upto 2m

1.00 cum Earth work excavation as per SS. 20B 93.45 cum
1.00 cum Add 100% extra for narrow trenches 93.45 cum

Rate for 1cum

b Narrow Foundations - Second Depth 2m - 3m
1.00 cum Earth work excavation as per SS. 20B 186.90 cum
1.00 cum Add for 1m lift charges 10.55 cum

23
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Rate for 1cum
c Plinth Beam
1.00 cum Earth work excavation as per SS. 20B 93.45 cum
Rate for 1cum
e Drain
1.00 cum Earth work excavation as per SS. 20B 93.45 cum
0.50 cum Add 100% extra for narrow trenches 93.45 cum

2 Supplying and filling in foundation and basement with

Crushed Stone Sand (M- Sand) in layers of not more than
15cm thick well rammed watered and compacted etc.,
complete complying with standard specification.

1.00 cum Cost of Crushed Stone Sand (M - Sand) 1431.20 cum

1.00 cum Refilling with sand as per S.I.No. 34.20 cum

Rate for 1 m 3
3 Supplying and filling in foundation and basement with
Well Gravel in layers of not more than 15cm thick well
rammed watered and compacted etc., complete
complying with standard specification.

1.00 cum Cost of Well Gravel 224.75 cum

1.00 cum Refilling with other than sand 34.20 cum

Rate for 1 m 3
4 Supplying and filling the basement with Good Earth filling
in layers of not more than 15cm thick well rammed
watered and compacted - etc., complete complying with
standard specification.

1.00 cum Excavated earth for basement SS 20B 112.05 Cum

1.00 cum Unloading 44.25 Cum
5.00 KM Cost of conveyance 11.65 Km
1.00 cum Refilling charges 38.95 Cum
Sundries
Total for 1 cum

24
Sl.
QTY UNIT DESCRIPTION RATE PER
No
5 Plain Cement Concrete 1:4:8 (one part of cement, four
part of Crushed Stone Sand (M- Sand) and eight part of
coarse aggregates) using 40mm size ISS HBG metal
including cost and conveyance of all materials to site and
including for the mixing, laying and labour charges and
all incidential charges such as water providing etc.,
complete as per standard specification

9.00 cum Broken stone Jelly - 40mm size 1163.00 cum

4.50 cum Cement mortar (1:4) 3721.60 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 Cum
Rate for 1 Cum
6 Plain Cement Concrete 1:3:6 (one cement, three crushed
Stone Sand (M- Sand) and six coarse aggregates) using
20mm size ISS HBG metal including cost and conveyance
of all materials to site and including for the mixing, laying
and labour charges etc., complete as per standard
specification

9.00 cum Broken stone Jelly - 20mm size 1582.20 cum

4.50 cum Cement mortar (1:3) 4446.40 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 m3
Rate for 1 m3
7 Plain Cement Concrete 1:2:4 (one cement, two Crushed
Stone Sand (M- Sand) and four coarse aggregates) using
20mm size ISS HBG metal including cost and conveyance
of all materials to site and including for the mixing, laying
and labour charges etc., complete as per standard
specification

9.00 cum Broken stone Jelly - 20mm size 1582.20 cum

4.50 cum Cement mortar (1:2) 5896.00 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 m3

25
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Rate for 1 m3
8 Plain Cement Concrete 1:1.5:3 (One part of Cement, one
and half part of Crushed Sand (M- Sand), three coarse
aggregates) using 20mm size ISS HBG metal including
cost and conveyance of all materials to site and including
for the mixing, laying and labour charges etc., complete
as per standard specification
9.00 cum Broken stone Jelly - 20mm size 1582.20 cum
4.50 cum Cement mortar (1:1.5) 7345.60 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 m3
Rate for 1 m3
9 Plain Cement Concrete 1:8:16 (one cement eight fine
aggregates and sixteen coarse aggregates) using 20mm
size ISS HBG metal including cost and conveyance of all
materials to site and including for the mixing, laying and
labour charges etc., complete as per standard
specification

9.00 cum Broken stone Jelly - 20mm size 1582.20 cum

4.50 cum Cement mortar (1:8) 2634.40 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 m3
Rate for 1 m3
10 Plain Cement concrete 1:6:12 (one cement, Six Fine
aggregates and Twelve coarse aggregats) sing 20mm
gauge hand broken granite stone jelly for foundation
including dewatering if found necessary and laid in
layers of not more than 15 cm thick and compacted,etc.,
complete complying with standard specfication.

9.00 cum Broken stone Jelly - 20mm size 1582.20 cum

4.50 cum Cement mortar (1:6) 2996.80 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries

26
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Total for 10 m3
Rate for 1 m3
11 Centering for soffits of RCC slabs of plane surface like
lintels, beams ,etc.,including strutting 3m high using mild
steel sheets of size 90cm X 60cm X and B.G 10 stiffened
with M.S angles of size 25mm X 25mm X 3mm laid over
silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at
about 90cm c/c )and supported dy casurina props of
10cm to 13cm dia (spaced of 75cm C/C) complying with
standard specification and directed - 10 m 2 (P & D)Data
38

Sub Data :1

Cost of M.S sheets and angles for each set weight of M.S
sheets B.G. 10 of size 90cm X 60cm X 3.175mm 3.175 X
7850 /1000 = 24.924 kg. 24.924kg x 0.54 m2 / m 2 =
13.46 kg.Weight of M.S angles of size 25cm X 25mm X
3mm 3.6 X 1.1 kg/m = 4.00 kg.

13.46 Kg Cost of M.S sheets of size 90cm X 60cm of B.G.10 53.00 Kg

4.00 Kg Cost of M.S angles of size 25cm X 25mm X 3 mm 53.00 Kg
L.s Add for cutting,bending,welding charges etc., L.s
Total for Each set
Sub Data :2
Cost of M.S sheets and angles and silver Oak joists and
casurina props for 1 m 2
19.00 Set Cost of M.S sheets and M.S angles rate as (A) above 950.00 Each
TOTAL FOR 40 USE
TOTAL FOR 1 USE
Silver Oak (c.w) joists of size 10cm X 6.5cm at about 90
0.12 cum 15500.00 cum
cm C/C.
98.50 Rm Casurina props 10 to 13 cm.dia. at 75cm C/C 25.20 Rm
TOTAL FOR 5 USE
TOTAL FOR 1 USE

Adopting 40 uses for steel sheets and angles and 5 using

for silver oak (c.w) joists and casurina props for one use
for 10 m 2 Cost of steel sheet and angles = Cost (B) /40
= Rs. Cost of silver oak joists and casurina props=
Cost(C)/5 = Rs. Casurina props 10 to 13 cm.dia. at 75cm
center to centre

Main Data for centering 10 m 2

1.00 Set Cost of M.S sheets and angles (D) 451.25 Each
Cost of silver oak (c.w) joists of size 10cm X 6.5cm at
1.00 cum 868.44 cum
about 90cm c/c (E)
LS Add for silver planks LS

27
Sl.
QTY UNIT DESCRIPTION RATE PER
No
3.80 Nos Carpenter I class 976.00 Each
5.40 Nos Mazdoor I class 651.00 Each
1.00 No Fitter II class 856.00 Each
LS Add for wedges coils ,nails etc., LS
Add for periodical cleaning and painting of M.S sheets
LS LS
and angles
Total for 10 m 2
Rate for 1 m 2
Slab & Beam

Add Columns 20%

Add 50% for Curved Surfaces

For Circular Columns 100%

Plinth beam
98.50 R.M Cost of Casurina props 10cm to13cm dia 25.20 for 5 uses
0.30 Nos Carpenter I class 976.00 Each
0.30 Nos Mazdoor I class 651.00 Each
for 10 m 2
for 1 m 2
Rate for Shuttering (943.00 - 98.45)
or
Add 10% For Vertical surfaces
Drain up to 1mt and Road side
Drain & culvert up to 2 mtr
Drain & culvert slap 314.33

28
Sl.
QTY UNIT DESCRIPTION RATE PER
No
12 Providing and laying in position Standardised Concrete
Mix M-20 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 325Kg/ cum and maximum water cement
ratio of 0.55 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone Sand (M- Sand),
but excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers -

5.00 cum 20mm machine crushed stone jelly 1582.20 cum

3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum
4.79 cum Crushed Stone Sand (M- Sand) 1431.20 cum
3250.00 Kg Cement 6040.00 Mt
19.50 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg
3.50 No Mason II class 932.00 Each
21.20 No Mazdoor I class 651.00 Each
35.30 No Mazdoor II class 534.00 Each
10.00 cum Vibration charges 94.20 cum
Add Water charges and Sundries
Total for 10 Cum
Basic Rate for 1 Cum
1.00 cum For foundation & basement 7639.38
1.00 cum Add Extra for Ground floor 7639.38 119.85
1.00 cum For first floor 7759.23 236.10
1.00 cum For Second Floor 7995.33 236.10

29
Sl.
QTY UNIT DESCRIPTION RATE PER
No
13 Providing and laying in position Standardised Concrete
Mix M-25 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 350Kg/ cum and maximum water cement
ratio of 0.55 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but
excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers - The
Coarse and Fine aggregates to be used should comply
with the requiremnents of IS standards.

5.00 cum 20mm machine crushed stone jelly 1582.20 cum

3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum
4.79 cum M - Sand 1431.20 cum
3500.00 Kg Cement 6040.00 Mt
28.00 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg
3.50 No Mason II class 932.00 Each
21.20 No Mazdoor I class 651.00 Each
35.30 No Mazdoor II class 534.00 Each
10.00 cum Vibration charges 94.20 cum
Add Water charges and Sundries
Total for 10 Cum
Basic Rate for 1 Cum
1.00 cum For foundation & basement 7826.88
1.00 cum Add Extra for Ground floor 7826.88 119.85
1.00 cum For first floor 7946.73 236.10

30
Sl.
QTY UNIT DESCRIPTION RATE PER
No
14 Providing and laying in position Standardised Concrete
Mix M-30 Grade in accordance with IS 456 - 2000 using
20mm and down graded hard broken granite stone jelly
for all RCC items of works with minimum cement
contenet of 400Kg/ cum and maximum water cement
ratio of 0.45 including admixture (Plasticiser / super
plasticiser) in recommended proportions as per IS 9103
to accelerate, related setting of concrete, improve
workability without imparing strength and durability with
about (5.0cum), 7730Kg of 20mm machine crushed
stone jelly and with about (3.3 cum), 5156kg of 10 -
12mm machine crushed stone jelly and with about
(4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but
excluding cost of reinforcement grill and fabricating
charges centering and shuttering but including laying,
vibrating with mechanical vibrators, finishing, curing, etc
and providing fixtures like fan clamps in the RCC floor /
roof slabs wherever necessary without claiming extra
cost etc., complete complying with standard specification
and as directed by the departmental officers - The
Coarse and Fine aggregates to be used should comply
with the requiremnents of IS standards.

5.00 cum 20mm machine crushed stone jelly 1582.20 cum

3.30 cum 10 - 12mm machine crushed stone jelly 1292.20 cum
4.79 cum M - Sand 1431.20 cum
4000.00 Kg Cement 6040.00 Mt
40.00 KG Plasticiser / Super Plasticiser@ 0.60% of Cement 43.20 Kg
3.50 No Mason II class 932.00 Each
21.20 No Mazdoor I class 651.00 Each
35.30 No Mazdoor II class 534.00 Each
10.00 cum Vibration charges 94.20 cum
Add Water charges and Sundries
Total for 10 m 3
Basic Rate for 1 m 3
1.00 cum For foundation & basement 8180.89
1.00 cum Add Extra for Ground floor 8180.89 119.85
1.00 cum For First Floor 8300.74 236.10
15 Suppling and fabricating and placing in position MS (or)
R.T.S. bar for reinforcement to all RCC works as per the
design given including cost of steel and binding wire also
in all floors.

1.00 MT Cost of steel 58000.00 MT

31
Sl.
QTY UNIT DESCRIPTION RATE PER
No
10.00 Kg Binding wire 56.35 Kg
35.00 Nos Fitter I class for bending and tying 866.00 Each
Rate For 1MT
Rate For 1Qtl
16 Damp proof course with Cement Mortar 1:4 (One Cement
and Four plastering sand (P - Sand)) 12mm thick mixed
with best approved quality water proofing compound
conforming to Indian Standard specification as specified
by the departmental officers at 2% by weight of cement
used and finishing, curing etc. complete complying with
standard specification.

0.14 cu.m. Cement Mortar 1:4 3726.60 cu.m.

1.00 Kg Water proofing compound 42.70 Kg
1.10 Nos. Mason I Class 999.00 Each
0.50 Nos. Mazdoor I Class 651.00 Each
1.10 Nos. Mazdoor II Class 534.00 Each

Total for 10 sq.m.

Rate for 1 sq.m.
17 Brick work in CM 1:5 (one cement & Five Crushed Stone
Sand (M- Sand)) using II class ground moulded bricks of
size 9" X 43/8"X 2 3/4" including finishing, curing, etc.,
complete complying with standard specification -
100CFT

1300.00 Nos II class ground moulded bricks - 9"X4 3/8" X 2 3/4" 6595.00 1000 nos
0.71 cum Cement mortar 1:5 3286.72 cum
1.00 Nos Mason I class 999.00 Each
3.00 Nos Mason II class 932.00 Each
2.00 Nos Mazdoor I class 651.00 Each
6.00 Nos Mazdoor II class 534.00 Each
l.s Sundries
Total for 100 CFT
Rate for 1 cum
FOR SUPER STRUCTURE IN G.F
1.00 cum For foundation & basement 6785.02
1.00 cum Add Extra for Ground floor 6785.02 78.90
1.00 cum For first floor 6863.92 159.20
1.00 cum For Second Floor 7023.12 159.20

32
Sl.
QTY UNIT DESCRIPTION RATE PER
No
18 Brick work in CM 1:3 (one cement & Three Crushed
Stone Sand (M- Sand) using ground moulded chamber
bricks of size 9"X4 3/8"X 2 3/4" standard specification
including finishing, curing, etc., complete complying with
standard specification - 100cft

1300.00 Nos II class ground moulded bricks - 9"X4 3/8" X 2 3/4" 6595.00 1000 nos
0.71 cum Cement mortar 1:3 4446.40 cum
1.00 Nos Mason I class 999.00 Each
3.00 Nos Mason II class 932.00 Each
2.00 Nos Mazdoor I class 651.00 Each
6.00 Nos Mazdoor II class 534.00 Each
l.s Sundries
Total for 100 CFT
Rate for 1 cum
1.00 cum For foundation & basement 7075.11
1.00 cum Add Extra for Ground floor 7075.11 78.90
1.00 cum For first floor 7154.01 159.20
1.00 cum For Second Floor 7313.21 159.20
19 Brick Partition Walls using II class ground moulded
chamber bricks of size 9"X43/8"X 23/4" in C.M 1:3 (One
part of Cement and Three part of Crushed Stone Sand
(M- Sand)) using hoop iron reinforcement,if found
necessary standard specification including finishing,
curing,etc., complete complying with standard
specification - 10 sqm

a Ground Floor
1.08 cum Brick Work in C.M.1:3 7154.01 cum
1.00 No. Extra Mason I class 999.00 Each

Total for 10 Sqm

Rate for 1 Sqm
b First Floor
1.08 cum Brick Work in C.M.1:3 7313.21 cum
1.00 No. Extra Mason I class 999.00 Each

Total for 10 Sqm

Rate for 1 Sqm
c Second Floor
1.08 cum Brick Work in C.M.1:3 7472.41 cum

33
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 No. Extra Mason I class 999.00 Each

Total for 10 Sqm

Rate for 1 Sqm
20 Plastering with cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), 10mm
thick in all floors including cost and conveyance of all
materilas to site and labour charges etc,complete as per
standard specifications

0.10 cum Cement mortar (1:3) 4451.40 cum

1.10 Nos Mason Iclass 999.00 Each
1.10 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 Sqm
21 Plastering with cement mortar 1:5 (One part of Cement
and Five part of Plastering Sand (P- Sand)) 12mm, thick
in all floors including cost and conveyance of all materilas
to site and labour charges etc,complete as per standard
specifications

0.14 cum Cement mortar (1:5) 3291.72 cum

1.10 Nos Mason I class 999.00 Each
0.50 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 Sqm
22 Plastering with cement mortar 1:4 (One Part of Cement
and Four part of Plastering Sand (P- Sand)) 20mm thick
in all floors including cost and conveyance of all materials
to site and labour charges etc, complete complying with
standard specifications (S.I.309)

0.22 cum Cement mortar (1:4) 3726.60 cum

2.20 Nos Mason I class 999.00 Each
0.50 Nos Mazdoor I class 651.00 Each
3.20 Nos Mazdoor II class 534.00 Each

Total for 10 m 2
Rate for 1 m 2

34
Sl.
QTY UNIT DESCRIPTION RATE PER
No
23 Stucco Plastering 12 mm thick using blue granite chips of
size 10 mm and below over a base plastering with
cement mortar 1:5 (One part of Cement and Five part of
Plastering Sand (P- Sand)), 12mm thick,including cost
and conveyance of all materials to site etc,complete as
per standard specification.

10.00 sqm Pastering with C.M 1:5 12 mm thick 247.27 sqm

0.15 cum Blue granite chips 10 mm thick 1109.20 cum
72.00 Kgs Cement 6040.00 MT
14.50 Kgs Cement for slurry 6040.00 MT
1.60 Nos Mason I class 999.00 Each
0.50 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
L.S Sundries
Total for 10 m 2
Rate for 1 m 2
23 Plastering with cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)) 20mm
thick in all floors including cost and conveyance of all
materials to site and labour charges etc, complete
complying with standard specifications (S.I.309)

0.22 cum Cement mortar (1:3) 4451.40 cum

2.20 Nos Mason I class 999.00 Each
0.50 Nos Mazdoor I class 651.00 Each
3.20 Nos Mazdoor II class 534.00 Each

Total for 10 m 2
Rate for 1 m 2
24 Plastering with cement mortar 1:3 (One part of Cement
and three part of Plastering Sand (P- Sand)) 12mm, thick
in all floors including cost and conveyance of all materilas
to site and labour charges etc,complete as per standard
specifications

0.14 cum Cement mortar (1:3) 4451.40 cum

1.10 Nos Mason I class 999.00 Each
0.50 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 Sqm

35
Sl.
QTY UNIT DESCRIPTION RATE PER
No
25 Weathering Course with Concrete Broken Brick
(S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in
pure slaked lime (no sand to be added) over roof slab,the
proportion of brick jelly to lime being '32 to 12.5 well
beated with wooden beaters for giving required slope
and thickness as directed by the departmental officers
etc., complete.-10 cum

12.80 cum Brick Jelly (20mm gauge) 786.00 cum

5.00 cum Slaked lime 993.00 cum
1.80 Nos Mason I Class 999.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor I I class 534.00 Each
LS Sundries LS
Total for 10 Cum
Rate for 1 Cum
26 Finishing the top of roof with one course of machine
pressed tiles of size 200 mm x 200 mm x 20 mm of
approved quality in Cement Mortar 1:3 (One part of
Cement and Three part of Plastering Sand (P- Sand)), 12
mm thick mixed with water proofing compound
conforming to ISS at 2% by weight of cement used and
the joints pointed neatly to full depth of tiles with the
same cement mortar mixed with red oxide and water
proofing compound including curing etc., complete

Sub data
Pointing with Cement Mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), Slabs And
Tiles to full depth of Tiles, (Marble slabs, Pressed Tiles,
Ornamental tiles) -10 sqm
0.04 cum Cement Mortar (1:3) 4451.40 CUM
2.20 Nos Mason II class 932.00 Each
0.50 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
L.S Colour Pigment.
Total for 10 Sqm
Rate for 1 Sqm
Main Data
250.00 Nos Pressed Tiles of Size 200mm X 200mm X 20mm 11356.00 1000 nos
0.12 cum Cement Mortar 1:3 4446.40 cum
10.00 sqm Pointing with Cement Mortar 1:3 314.13 sqm
1.15 Kg Impermo / W.P.C 42.70 Kg

36
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.10 Nos Mason I Class 999.00 Each
2.10 Nos Mason II Class 932.00 Each
2.20 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor I I class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 Sqm
27 Supply and fixing of M.S Grills with Doors and Windows
with one coat of Red oxide with Primer including all costs
such as welding,grinding and fabrication charges, cost
and conveyance of all materials to site etc,complete as
per standard specification.

1.00 Kg Supplying of M.S.Grills as per SC.Item No 131 70.15 Kg

1.00 Kg Labour Charges SC. Item No. R-3 32.00 Kg
Rate for 1 Kg
28 Supplying, fabricating, erecting structural steel work for
roofing welded or bolted type using MS channels, angles,
plates and round bars etc. conforming to IS specification
including primer coating and enamal painting as per
Design given by the departmental officers etc, complete
as per standard specification
1.00 Kg Supplying of M.S.Angles 53.00 Kg
1.00 Kg Labour Charges SC. Item No. R-1 51.15 Kg
Rate for 1 Kg
29 Supplying & fixing door shutters for Solid Core Flush
Shutters with Teak ply on both side with teak wood
lipping alround 35mm thick, single leaf confirming to
IS:12406/1989 with 35x12mm T.W. Lipping on all edges
with necessary adhesives and CP screws complying with
standard specifications. The rate is inclusive of threee
coats of best quality varnish but excluding cost of
furniture fittings, such as 300 mm tower bolt 2nos,
200mm towerbolt 1 No. 300mm Aldrop 1 No. Alu handle
ornamental type 2 Nos and 1No. Door stopper etc
complete.

1.00 sqm As per PWD SOR Page No 47 2255.00 sqm

Rate for 1 Sqm
30 Supply and fixing of Stainless steel (Salem stainless
steel) Door frame ( Box section using stainless steel plate
of 1.6mm thick) of size 100mm X 60mm with a rebate of
30 / 35mm X 15mm on one side of the frame including
supplying and fixing dovetail splayed end stainless steel
holdfast etc.

1.00 Rm As per PWD SOR Page No 49 1241.00 Rm

37
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Rate for 1 Rm
31 Supplying and fixing of rolling shutters shall be pull and
push type (Gear operated) made of 18G/3" lathe sections
which consist of five main parts such as curtain, lock
plate, guide channels rollers and hood cover. These five
main parts are made out of special components detailed
below: curtain shall be of 18G/3" lath sections cut to
required size and filled with heavy cast iron / MS clips.
For 8'0"(2.45m) high rolling shutter lath sections
provided shall be not less than 37 numbers. Lock plate
shall be 10GMS sheet and attached to the side brackets
with 20mm square bar.Side brackets shall be of 10G MS
plate and cast iron "U" clamps shall be rivetted to the
side brackets. Roller shall be of heavy cast iron pullies
fitted with heavy duty "C" class 40mm steel pipe and
high tensile high carbon coil springs. 2 springs shall be
supplied. Side brackets shall be of 10G MS plate and cast
iron "U" clamps shall be rivetted to the side brackets.
Roller shall be of heavy cast iron pullies fitted with heavy
duty "C" class 40mm steel pipe and high tensile high
arbon coil springs - 2 springs shall be supplied. Hood
cover shall be of 0.8mm CRCA sheet reinforced with
25mmx25mmx3mm MS angle or gate channel. The
rolling shutter in addition to the above should have
pulling hook and shall be coated on exposed area with
heavy coat of red oxide primer etc., complete.

1.00 sqm As per PWD SOR Page No 49 2171.00 sqm

Rate for 1 Sqm

38
Sl.
QTY UNIT DESCRIPTION RATE PER
No
32 Supplying and fixing UPVC (Un-Plasticized Polyvinyl
Chloride) Windows of casement type (open) from the
profile the size of outer frame 60mm x 58mm and
shutter profile are reinforcement with GI/1mm 25GSM
and 100% corrosion free, the profiles are multi
chambered sections with wall thick of 2mm. The EPDM
rubber (black colour) covered with over all the edges of
frame and shutter the shutter will be provided with spag
multi power point locks and also it operates as handle.
The corners and joints should be welded and cleaned.
Radiations free pin headed plain or brown olour glass
4mm thick should be provided to the shutter and it
should not allow leakage of water even at most ranging
storms and should have key lockable action, security
protective hinges, strong locking systems and as per size
for arresting noise and energy loss. The connecting
mechanism between sash and outer frame that enables
opening of the window. The window should be fixed to
the wall with 100% packing with screws and silicon
packing all round the frames. The window should be got
approved from the executive Engineer before use on
work

1.00 sqm As per PWD SOR Page No 70 7482.00 sqm

Rate for 1 Sqm
33 Supply and fixing of PVC Solid Doors using 19gauge
19mm MS Sq,tubes for styles and frames, 15mm MS
Sq.tubes for to, Lock and bottom rails. The Steel Tubes
shall be covered with 5mm thick Solid PVC sheets.
Shutter using 5mm thick solid PVC sheets for panelling
shall rigidly fixed in position including furniture and
fittings. The over all size of styles shall be 50mm X
30mm. The over all size of top rail, Lock rail and bottom
rail shall be 75mm X 30mm. The over all size of frames
shall be 50mm X 45mm with suitable tabate for housing
the shutter etc, complete as per standard specification.

1.00 sqm As per PWD SOR Page No 48 3325.00 sqm

Rate for 1 Sqm

39
Sl.
QTY UNIT DESCRIPTION RATE PER
No
34 Supplying and fixing UPVC (Un-Plasticized Polyvinyl
Chloride) Louvered Ventilators of from the profile the size
of outer frame 60mm x 58mm and shutter profile size of
60 x 78mm both profiles are reinforced with GI/1mm
125GSM and 100% corrosion free, the profile are multi
chambered sections with wall thick of 2mm. The EPDM
rubber (black colour) covered with all over the edges of
frame and shutter. The corners and joints should be
welded and cleaned. Radiations pin headed glass 4mm
thick should be provided in the louvers. The window
should be fixed to the wall with 100% packing with
screws and silicon packing all round the frames. The
ventilator should be got approved from the Executive
Engineer before use on work

1.00 sqm As per PWD SOR Page No 71 8106.00 sqm

Rate for 1 Sqm
34 Providing and fixing casement doors fabricated from un-
plasticized polyvinyl chloride (uPVC) sections Profiles:
The profiles should be three chamber system which
provides high insulation properties with outer frame
60mm x 55mm with an outer wall thickness of 2.4mm.
The window unit should be designed with all corner joints
mitred and fusion welded. Windows should be steel
reinforced with 25 x 24 x 25mm steel reinforcement with
a thickness of 1mm to have dimensional stability. The
sash should be of 60 x 102mm. The mullion should be of
60 x 74mm. The profiles should have co-extruded
seals.Hardware: All the hardware like friction stays,
handles should be screwed with self tapping screws. The
handles, locks should be designed so that they cannot be
released from outside.Glazing: The window system
should be glazed with 5mm plain float glass / 6mm bison
lam. Installation: The profiles should be cut to length and
welded 45 degrees. The window should be designed
such that the water drainage does not pass through the
reinforcement chamber. The window system should be
fixed directly to the plastered brick wall using self
expanding nylon plug and driving ms electroplated
screws into plug

1.00 sqm As per PWD SOR Page No 70 8313.00 sqm

Rate for 1 Sqm

40
Sl.
QTY UNIT DESCRIPTION RATE PER
No
34 Providing factory made pre-laminated FPVC (Formed
Polyvinyl Chloride) Door Frame of the size 105 x 40mm
with a wall thickness of 10mm made out of extruded rigid
FPVC profile mitre joined with 6 Nos. of 5mm long screw.
The door frame shall be fixed to the wall by using 80mm
long screws through the frame with the help of PVC
fasteners of 3 Nos. to be provided for Nos vertical
member, GI stiffeners of ('U' channel of size 29 x 9,
1mm, 150mm long) - 3 Nos. at hinge point, frame
reinforcement of ('U' GI channel of size 46 x 22 x
0.6mm), bottom tie rod of ('U' GI channel size of 15 x 15
x 1mm), etc., complete complying with the standard
specification. The door frame should be got approved
from the Executive Engineer before use on work.

1.00 Rm As per PWD SOR Page No 71 530.00 Rm

Rate for 1 Rm
34 Providing of 35mm thick factory made pre-laminated ABS
(Acrolynitrile Butadiene Styrene) Door Shutter moulded
in different designs, consisting of all round frame made
out of water proof solid foam PVC bar of size 20 x 32mm,
reinforced by 32 x 32mm - 2 Nos., for vertical made out
of LVL (Laminated Veneer Lumber), core material of
32mm thick high density craft paper honey comb board,
sandwiched on both sides with pre-laminated ABS sheet
thickness of 1.5mm. PVC edge banding of size 0.45mm
on the vertical sides. Hardware made out of steel coated
butterfly hinges - 3 Nos., for Nos shutter and ISI make
SS round lock complete for finished item of work,
complete complying with the standard specification. The
door shutter and frame should be got approved from the
Executive Engineer before use on work.

1.00 sqm As per PWD SOR Page No 71 5946.00 sqm

Rate for 1 Sqm
34 FRP Door Sutter with FRP Door Frames made out of FRP
Sheets of 3mm thick of over all size 65mm x 50mm with
rebate suitably reinforced using MS Angle / Flats, cost of
holdfasts and Solid Core FRP Shutter Panel of 5mm thick
and hollow core frames of 3m wall thickness for styles
and rails etc., of sizes specified by Engineers

1.00 sqm As per PWD SOR Page No 48 3996.00 sqm

Rate for 1 Sqm

41
Sl.
QTY UNIT DESCRIPTION RATE PER
No
34 Providing and fixing Acoustic Wall Panelling (equivalent
to Armstrong) in channelled wood works perforated
panels of width 192mm, thickness of 15mm and length
of 2400mm or as per required by the Departmental
Engineer made of a high density fibre board with
minimum 725 kg./m3 density substrate with a laminated
facing as per the approved shade and finish and a
melamine balancing layer on the reverse side. The
boards shall have a special peforation pattern where the
visible surface has a "Helmholtz" fluted perforation of
3mm width and 21mm of visible panel Nos. The edges of
the panels shall be "tongue-and-grooved" to receive
special clips for installation. The back of the perforated
panel shall have sound absorbing non woven acoustical
fleese having NRC of 0.52. The panels shall be mounted
on special aluminium splines using clips provided by
Armstrong and approved by the Engineer-in-Charge.

1.00 sqm As per PWD SOR Page No 73 8615.00 sqm

Rate for 1 Sqm
35 Manufacturing, Supplying and Fixing of Stainless Steel
Hand rails for staircase using 50mm dia 304L Grade
Stainless Steel pipe of 1.60mm thick at required locations
to a height of 900mm from finished floor level welded to
38mm dia Stainless Steel pipe post of 1.00mm thick as
vertical at 900mm centre with 2 Nos. of 25mm dia
intermediate horizontal stainless steel pipe of 1.60mm
thick in between. The vertical pipe has to be welded to
the 100 X 100 X 6mm MS base plate encased in the base
concrete. The rate is inclusive of the charges for cutting,
bending, welding, grinding, polishing, conveyance,
electrical charges, etc. complete

1.00 sqm As per PWD SOR Page No 62 5536.00 sqm

Rate for 1 Sqm
36 Paving the floor with kota stone slab of size 600 x 600 of
18 / 20mm (un-polished) in all floors laid in of cement
mortor 1:3 (One part of Cement and Three part of
Plastering Sand (P- Sand)), 20mm thick and pointed with
colour cement neatly including polishing with polishing
stone and oxalic acid etc., so as to perfectly smooth and
glossy and including hire charges for polishing machine
and power consumption charges etc. The kota stone
slabs and other materials to be used shall be got
approved by the Executive Engineer concerned before
use on work, etc., complete as per standard
speicification.

10.50 Sqm Kotta stone slab 20mm thick - Unpolished 550.00 Sqm

42
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.21 cum C.M 1 : 3 4451.40 Cum
3.00 Nos Mason I class 999.00 Each
1.25 Nos Mason II class 932.00 Each
5.00 Nos Mazdoor I class 651.00 Each
4.00 Nos Mazdoor II class 534.00 Each
1.10 Nos Floor Polisher 769.00 Each
1.00 Day Hire charges for Polishing machine 228.60 Day
2.00 Unit Electricity 11.90 Unit
0.50 Kg Cotton Waste 10.40 kg

Total for 10 m2
Rate for 1 m2
37 Paving the floor with pre-polished Concrete Anti-Skid step
tiles (Required shape and design) of 20mm thick of
approved quality and colour laid in Cement Mortar 1:3
(One part of Cement and Three part of Plastering Sand
(P- Sand)), 20mm thick and pointed with white cement
mixed with colouring pigment at the rate of 0.40
Kg/sq.m., curing, etc., complete complying with standard
specification and as directed by the departmental
officers.

10.00 sqm Pre-polished Concrete Anti-Skid step tiles 653.00 sqm

0.21 cum CM 1:3 4451.40 cum
4.00 Kg Colour Cement 27.25 Kg
1.10 Nos. Mason I st Class 999.00 Nos.
2.70 Nos. Mason II nd Class 932.00 Nos.
2.70 Nos. Muzdoor category I 651.00 Nos.
3.50 Nos. Muzdoor category II 534.00 Nos.

Total for 10 Sqm

Rate for 1 Sqm
38 Supplying and fixing in position Cement based
hydrualically pressed Anti-Skid tiles (pattern design)
20mm thick in cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), 20mm
thick and pointed with same colour of cement etc.,
complete as per standard specification

10.00 sqm Cement based hydrualically pressed Anti-Skid tiles 525.00 sqm
0.21 cum CM 1:3 4451.40 cum
4.00 Kg Colour Cement 27.25 Kg

43
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.10 Nos. Mason I st Class 999.00 Nos.
2.70 Nos. Mason II nd Class 932.00 Nos.
2.70 Nos. Muzdoor category I 651.00 Nos.
3.50 Nos. Muzdoor category II 534.00 Nos.

Total for 10 Sqm

Rate for 1 Sqm
39 Paving the floor with Double charged Vitrified tiles of
approved quality and colour of size 600x600x8mm thick
of approved make, quality and colour in all floors over a
base layer of cement mortar 1:3 (One part of Cement
and Three part of Plastering Sand (P- Sand)), 20mm
thick and laid straight alignment and pointed neatly with
colour cement at the rate of 0.40kg/m2 laid without any
air gap in the tiles neatly and fixing in position as per
standard specifications and as directed by the
departmental officer. The colour & quality of tiles should
be got approved by Municipal Engineer before use on
work

10.00 sqm Design Ceramic tiles size 600x600x8mm 982.00 sqm

0.21 cum Cement mortar 1:3 4451.40 Cum
3.00 Kg White Cement mixed with colouring pigments 27.25 Kg.
1.20 Nos. Mason 1st Class 999.00 Each
1.00 No. Mason 2nd Class 932.00 Each
0.50 No. Stone Cutter 1st Class 766.00 Each
1.00 No. Mazdoor category I 651.00 Each
1.00 No. Mazdoor category II 534.00 Each
0.50 Kg Cotton Waste 10.40 Kg.
L.S. Sundries LS
Total for 10 Sqm
Rate for 1 Sqm
40 Paving the floor with design Antiskirt ceramic tiles (colour
and shade as directed) of size 305 mm x 305mm x 6 mm
in all floors over a base layer of cement mortar 1:3 (One
part of Cement and Three part of Plastering Sand (P-
Sand)), 20mm thick laid in-situ and pointed with same
coloured cement

112.00 Nos. Ceramic tiles of size 305X305x6 mm 49.00 1No.

0.21 cum Cement Mortar 1:3 4451.40 cum
3.00 Kg White Cement mixed with colouring pigments 27.25 Kg
1.20 Nos Mason I class 999.00 Each

44
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 Nos Mason II class 932.00 Each
0.50 Nos Stone Cutter I Class 766.00 Each
1.00 Nos Mazdoor I class 651.00 Each
1.00 Nos Mazdoor II class 534.00 Each
0.50 Kg Cotton Waste 10.40 Kg

Total for 10 Sqm

Rate for 1 Sqm
41 Dadooing walls with Glazed tiles of sizes 305mm X
200mm X 6mm size of approved make and quality and
colour Set in cement mortar 1:2 (One part of Cement and
two part of Plastering Sand (P- Sand)) over 10 mm base
layer plastering and pointing with white cement neatly as
directed.

164.00 Nos. Glazed tiles of size 305 X 200 X 6 mm 30.80 1No.

0.10 cum Cement Mortar 1:2 5901.00 cum
4.00 Kg Colour Cement 22.60 Kg
1.10 Nos Mason I class 999.00 Each
4.10 Nos Mason II class 932.00 Each
2.70 Nos Mazdoor I class 651.00 Each
3.30 Nos Mazdoor I I class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 Sqm
42 Dadooing walls with ceramic tiles of sizes 300mm X
450mm X 8mm size of approved make and quality and
colour Set in cement mortar 1:2 (One part of Cement and
two part of Plastering Sand (P- Sand)) over 10 mm base
layer plastering and pointing with white cement neatly as
directed.

77.00 Nos. Glazed tiles of size 300 X 450 X 8mm 62.40 1No.
0.10 cum Cement Mortar 1:2 5901.00 cum
4.00 Kg Colour Cement 27.25 Kg
1.10 Nos Mason I class 999.00 Each
4.10 Nos Mason II class 932.00 Each
2.70 Nos Mazdoor I class 651.00 Each
3.30 Nos Mazdoor I I class 534.00 Each
Sundries

45
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Total for 10 Sqm
Rate for 1 Sqm
43 Providing granolithic floor finish of 25mm thickness
with plain cement concrete 1:2:4 (One Cement, Two
crushed sand (M-Sand) and Four aggregate) using 10 to
12mm gauge hard broken stone jelly including laying,
finishing and the top rubbed smooth with power trawl,
thread lining, curing etc. complete complying with
standard specification and as directed by the
departmental officers. (The rate is inclusive of necessary
planking for panelling wherever necessary and as
directed by the departmental officers)

SUB DATA-PCC 1:2:4

9.00 cu.m. 10 to 12.50mm HBGS Jelly 1292.20 cu.m.
4.50 cu.m. Cement Mortar 1:2 5896.00 cu.m.
1.80 Each Mason II Class 932.00 Each
17.70 Each Mazdoor I Class 651.00 Each
14.10 Each Mazdoor II Class 534.00 Each
Sundries
Total for 10 cu.m.
Rate for 1 cu.m.
MAIN DATA

0.25 cu.m. Cement Concrete 1:2:4 5889.17 cu.m.

Add for top rubbed smooth with power trawl, thread

LS LS
lining, curing etc.,
Rate for 1 sq.m.
44 Supplying and laying Rubberised interlocking Paver block
M40 grade Providing and laying of 83mm thick high
strength type conforming IS 15658-2006 of rubberized
interlocking paver lock in size of minimum compressive
strength of 40N/mm2 in uniform shape of approved
make to be laid in flurring bone pattern with sand
cushion below the uniform shap of approved non skitting
surface in the top and the rate including levelling the
base preparation of pavers as sub base, sand cushion
150mm thick laying out of pavement cut the pieces to
fix the edge vibring the pavers,sweeping tranporting
loading unloading of laying paver block as per standard
specification,.

10.00 sqm Inter lock tiles Colour & Non Colour - 83mm thick 552.00 Sqm
1.50 Cum Stone Dust Filling 187.62 cum

46
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.20 Nos Mason I class 999.00 Each
1.00 Nos Mason II class 932.00 Each
1.50 Nos Mazdoor I class 651.00 Each
1.00 Nos Mazdoor II class 534.00 Each
10.00 sqm Hire Charges 20.00 Sqm
Sundries
Total for 10 Sqm
Rate for 1 Sqm
44 Supplying and laying Rubberised interlocking Paver block
M40 grade Providing and laying of OLD (EXIXTING
PAVER BLOCK)83mm thick high strength type
conforming IS 15658-2006 of rubberized interlocking
paver lock in size of minimum compressive strength of
40N/mm2 in uniform shape of approved make to be laid
in flurring bone pattern with sand cushion below the
uniform shap of approved non skitting surface in the top
and the rate including levelling the base preparation of
pavers as sub base, sand cushion 150mm thick laying
out of pavement cut the pieces to fix the edge vibring the
pavers,sweeping tranporting loading unloading of laying
paver block as per standard specification,.

sqm Inter lock tiles Colour & Non Colour - 83mm thick Sqm
0.50 Cum Stone Dust Filling 187.62 cum
1.20 Nos Mason I class 999.00 Each
1.00 Nos Mason II class 932.00 Each
1.50 Nos Mazdoor I class 651.00 Each
1.00 Nos Mazdoor II class 534.00 Each
10.00 sqm Hire Charges 20.00 Sqm
Sundries
Total for 10 Sqm
Rate for 1 Sqm
Removing and Stocking of existing Paver Block of
Size 83mm thick carefully reuse, as per direction
of Engineer incharge are standared specification

Nos Mason I class 999.00 Each

0.25 Nos Mason II class 932.00 Each
0.25 Nos Mazdoor I class 651.00 Each
0.50 Nos Mazdoor II class 534.00 Each
10.00 sqm Hire Charges Sqm

47
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Sundries
Total for 10 Sqm
Rate for 1 Sqm
sqm Inter lock tiles Colour & Non Colour - 83mm thick Sqm
0.50 Cum Stone Dust Filling 1207.20 cum
1.20 Nos Mason I class 738.00 Each
1.00 Nos Mason II class 797.00 Each
1.50 Nos Mazdoor I class 839.00 Each
1.00 Nos Mazdoor II class 766.00 Each
10.00 sqm Hire Charges 20.00 Sqm
Sundries
Total for 10 Sqm
Rate for 1 Sqm
45 Supplying and laying Rubberised interlocking Paver block
M40 grade Providing and laying of 63mm thick high
strength type conforming IS 15658-2006 of rubberized
interlocking paver lock in size of minimum compressive
strength of 40N/mm2 in uniform shape of approved
make to be laid in flurring bone pattern with sand
cushion below the uniform shap of approved non skitting
surface in the top and the rate including levelling the
base preparation of pavers as sub base, sand cushion
150mm thick laying out of pavement cut the pieces to
fix the edge vibring the pavers,sweeping tranporting
loading unloading of laying paver block as per standard
specification,.

10.00 sqm Inter lock tiles Colour & Non Colour - 63mm thick 459.00 Sqm
1.50 Cum Stone Dust Filling 187.62 cum
1.20 Nos Mason I class 999.00 Each
1.00 Nos Mason II class 932.00 Each
1.50 Nos Mazdoor I class 651.00 Each
1.00 Nos Mazdoor II class 534.00 Each
10.00 sqm Hire Charges 20.00 Sqm
Sundries
Total for 10 Sqm
Rate for 1 Sqm

48
Sl.
QTY UNIT DESCRIPTION RATE PER
No
46 Supplying and laying in flooring with fully polished
Sinthetic Grey colour Granite stone of 20mm thick
(average) of 4' X 2' in size laid over base layer of
cementmortar 1:3 (one cement and three Plastering
sand) - 20 mm thick and applying cement slurry &pointed
with white cement and colour pigments to the colour of
stones and polished neatly as directed by the
deparmental officers

10.00 sqm Granite slab of size 4' X 2' - 20mm thick 1462.00 Sqm
0.21 cum CM 1:3 4451.40 cum
1.10 No. Mason I class 999.00 Nos
2.70 Nos Mason II class 932.00 Nos
2.70 Nos Mazdoor Category I 651.00 Nos
3.30 Nos Mazdoor Category II 534.00 Nos
0.50 No Stone cutter I 766.00 Nos
0.50 Kg Cotton Waste 10.40 Kg
14.00 Kg Cement for Slurry 6040.00 Mt
4.00 Kg Colour cement 27.25 Kg
LS Sundries LS
Rate for 10 M2
Rate for 1 m2
47 Dadooing Supplying and laying in flooring with fully
polished Sinthetic Grey colour Granite stone of 10mm
thick (average) of 2' X 1' in size laid in cement mortar 1:2
(one cement and two Plastering sand) 20mm thick &
pointed with same colour of cement etc., complete as
per standard specification

10.00 sqm Granite slab 10 mm thick 749.00 Sqm

0.10 cum Cement Mortar 1:2 5901.00 cum
4.00 Kg Colour Cement 27.25 Kg
1.10 Nos Mason I class 999.00 Each
4.10 Nos Mason II class 932.00 Each
2.70 Nos Mazdoor I class 651.00 Each
3.30 Nos Mazdoor I I class 534.00 Each
Sundries
Total for 10 Sqm
Rate for 1 m2

49
Sl.
QTY UNIT DESCRIPTION RATE PER
No
48 Flooring with Cuddapah slabs of 40mm thick over a base
mortar in CM 1:3 (One Cement and Three Plastering
Sand (P - Sand)) 20 mm thick and pointed with cement
mortar 1:3 ( one cement and three Plastering sand)
usimg Black oxide complying with standard specification
(P & D data 53)

Sub Data for Pointing with CM 1:3

0.01 Cum Cement mortar 1:3 4451.40 Cum
1.60 Nos. Mason II class 932.00 Each
0.50 Nos. Mazdoor I class 651.00 Each
1.10 Nos. Mazdoor II class 534.00 Each
Sub Total
Rate for 1 Sqm
Main Data

10.50 sqm Cuddapah slab of 40 mm 408.00 Sqm

0.21 Cum Cement mortar 1:3 4451.40 Cum
10.00 sqm Pointed with CM 1:3 244.86 Sqm
1.10 Nos Mason I class 999.00 Each
2.10 Nos Mason II class 932.00 Each
2.20 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor I I class 534.00 Each

Total for 10 m2
Rate for 1 Sqm
49 White washing two coats with freshly burnt shell lime
white in colour in all floors including cost of lime and
other materials brushes scaffolding charges etc.complete
complying with standard specification and as directed. -
100sq.m S.I.333

0.07 cum Fine screened shell lime 1348.00 cum

1.60 Nos Mason II class 932.00 Each
0.50 Nos Mazdoor I class 651.00 Each
2.70 Nos Mazdoor II class 534.00 Each
Gum,conjee water or prickly pear juice including
LS L.S
'necessary firewood and brushes
Rate for 100m 2
Rate for 1m 2

50
Sl.
QTY UNIT DESCRIPTION RATE PER
No
50 Painting two coats of newly plastered wall surface with
ready mixed Cement paint of first quality and of
approved colour over a priming coat including preparing
the surface, clean removal of dirt and including necessary
plaster of paris putty wherever required etc., complete
complying with standard specification.

10.00 sqm Cleaning the plastered surface 5.25 sqm

3.23 Kg Cement Paint 49.85 Kg
0.50 Nos Painter I Class 797.00 Each
0.50 Nos Mazdoor I Class 651.00 Each
0.80 Nos Mazdoor II Class 534.00 Each

Rate for 10 sqm

Rate per 1 m2
51 Painting two coats for Interior surface with approved
Interior Plastic Emulsion paint approved quality and
colour over a priming coat, including thorough scrapping,
clean removal of dirt, etc complete and including
necessary plaster of paris, putty, wherever required etc,
complete as per standard specification.

1.40 litre Interior Emulsion paint 295.60 litre

0.98 litre Primer 147.50 litre
2.20 Nos Painter I class 797.00 Each
Sundries for brushes ,sand-paper,putty,plaster 'of pairs
l.s L.s
etc.
Total for 10 Sqm
Rate for 1 Sqm
52 Painting two coats for Exterior surface with approved
Exterior Plastic Emulsion paint approved quality and
colour over a priming coat, including thorough scrapping,
clean removal of dirt, etc complete and including
necessary plaster of paris, putty, wherever required etc,
complete as per standard specification.

1.40 litre Exterior Emulsion paint 303.80 litre

0.98 litre Primer 151.30 litre
2.20 Nos Painter I class 797.00 Each
Sundries for brushes ,sand-paper,putty,plaster 'of pairs
l.s L.s
etc.
Total for 10 Sqm
Rate for 1 Sqm

51
Sl.
QTY UNIT DESCRIPTION RATE PER
No
53 Painting two coats with Ready Mixed Enamel Paint over
the new iron works of approved quality and colour
without priming coat including the cost all materials
etc.,complete, in all floors.

For Two coats

2.22 Litre Ready mixed paint 227.60 Litre
1.10 Nos Painter I class 797.00 Each
L.s Sundries for brushes ,soap patty etc.,
Total for 10 Sqm
Rate for 1 Sqm
54 Painting with Ready Mixed Enamel Paint over the new
wood works of approved quality and colour without
priming coat including the cost all materials
etc.,complete, in all floors.

For Priming coat

1.44 Litre Ready mixed primer 147.50 Litre
0.70 Nos. Painter I Class 797.00 Each
For Enamel Painting
2.55 Litre Ready mixed paint 238.90 Litre
1.20 Nos Painter I class 797.00 Each
L.s Sundries for brushes ,soap patty etc.,
Total for 10 Sqm
Rate for 1 Sqm
55 Providing Through Vertical Joint with 12mm space filled
with bitumenous compound running from bottom of
foundation upto the top of parapet wall as directed- 10
m2 (S.I.149)

0.16 cum Cement mortar 1:3 4451.40 cum

1.50 Nos. Mason I st Class 999.00 Each
0.50 Nos. Mazdoor Category I 651.00 Each
1.90 Nos. Mazdoor Category II 534.00 Each
10.00 sqm Bitumenous compound 12 mm thick 479.00 sqm

Rate for 10 M2
Rate for 1 M2

52
Sl.
QTY UNIT DESCRIPTION RATE PER
No
56 Providing expansion joint in RCC floor slab for 12.5mm
width using polysulphide as sealent on the top and
bottom for a depth of 7.5mm each and packing the inner
space using compressible non-absorbent filler materials
including cost of labour for cutting and fixing filler
materials and laying polysulphide sealent with necessary
spatula etc., complete complying with standard
specifications and as directed

Sub Data
8.70 Kg Poly Sulphide 177.00 Kg
0.40 Kg Primer 152.20 Kg
2.10 sq.m Filler material 145.20 Sqm
60.00 RM Bond breaker 3.73 RM
8.00 Nos. Mazdoor I Class 651.00 Each
Rate for 30Rm / 3 Sqm
Main Data
30.00 RM Rate as above 7337.50 30 RM
30.00 RM PVC water bar 299.80 RM
2.00 Nos. Mazdoor I Class 651.00 Nos.
LS Sundries for brushes, spatula, etc. LS
Total for 30 RM
Rate for 1 RM
57 Providing and fixing Bitumen Pad for Expansion joint in
between pavement slabs to 12mm thick and fixed as
shown in the drawing including cost and conveyence of
expansion joints including shalimar pad and joint sealent
etc, complete as per standard specification

1.00 sqm Bitumen Pad 12mm Thick 479.00 sqm

1.00 sqm Labour Charges 6.00 sqm
Rate for 1 Sqm

53
Sl.
QTY UNIT DESCRIPTION RATE PER
No
58 Fabricating supplying and fixing of pre painted galvanium
colour sheets with the following specification. The
materials should be of PPGI tile profile with a red colour
or any other approved design 0.47 mm thick 24 guage
having width 1050 mm. The sheet should be G.I.base pre
painted hot dipped galvanized iron sheet and to be fixed
with shelf tapping screws,plastic washer.The washer and
screws to be fixed by using minute power machine drilled
with out damaging the sheets paint coating to be regular
modified polyster coat with zinc coating of Z 120 GSM
paint thickness the finish should be terra cotta finish like
malabar mangalore tiles finish optional matt finish. The
sheet to be fixed with making suitable corrugated,cutting
the sheet in to the required ssize and making ornamental
designs as per the site condition and as directed by the
departmental officers.

11.00 sqm PP GI Sheet 434.00 Sqm

20.00 Nos Selt taping screws 9.00 Each
2.30 Nos Fitter II class 856.00 Each
1.10 Nos Carpenter I class 976.00 Each
3.20 Nos Mazdoor I class 651.00 Each
1.15 Rm 50mm Square Pipe 130.00 RM
L.S. Conveyance incidental charges etc.,
Per 10 Sqm
Rate Per 1 Sqm
59 Fabricating supplying and fixing of roof with Poly
carbonate sheet of 6mm thcik with any colour or any
other approved design and to be fixed with shelf tapping
screws, plastic washer. The washer and screws to be
fixed by using minute power machine drilled with out
damaging the sheets. The sheet to be fixed with making
suitable corrugated, cutting the sheet in to the required
ssize and making ornamental designs as per the site
condition and as directed by the departmental officers.

11.00 sqm Poly carbonate Sheets 6mm thick 648.00 Sqm

20.00 Nos Selt taping screws 9.00 Each
2.30 Nos Fitter II class 856.00 Each
1.10 Nos Carpenter I class 976.00 Each
3.20 Nos Mazdoor I class 651.00 Each
1.15 Rm 50mm Square Pipe 130.00 RM

54
Sl.
QTY UNIT DESCRIPTION RATE PER
No
L.S. Conveyance incidental charges etc.,
Per 10 Sqm
Rate Per 1 Sqm
60 Roofing with Galvanised Coruugated Iron Sheet of
0.8mm thickness - 10 m2

Galvanised iron corrugated sheets (including 15 cm.

100.00 Kgs. 53.00 1kg
Lapping) 0.8mm thick
80 Nos.of 20mmX6mm G.Ibolts and nuts and limpet
LS. washers; 20 Nos. of hook bolts and nuts (of size LS.
required)and washers or screws, if wooden batterns
1.10 Nos. Fitter I Class 881.00 Each
2.10 Nos. Fitter II Class 856.00 Each
3.20 Nos. Mazdoor Category I 651.00 Each
Sundries including 50mmX6mm iron wind ties, white lead
LS. LS.
etc.,
Total for 10 m2
Rate for 1 m2
61 Manufacturing, supplying and fixing in position plain
cement concrete precast kerb slab of size 600mm x
600mm x 100mm in Cement Concrete 1:1.5:3 (One
cement, Two M - sand and Four jelly) using 20mm HBG
stone jelly including cost of moulding charges, casting of
slab, finishing, curing, fixing and pointing the slab with
CM 1:3 (One Cement and Three Sand) to full depth of
slab etc., complete complying with standard specification
and as directed

Kerb slab size = 0.60 x 0.60 x 0.10m

Area = 1 x 0.60 x 0.60 0.36 sq.m.
Mould:
Country wood scantling below 4 metre long
0.007 cu.m
= 1 x 4 x 0.70 x 0.10 x 0.025
Country wood reepers 50mm x 25mm
CC 1:1.5:3
1 x 0.60 x 0.60 x 0.10 = 0.0360 cu.m.
Sub-Data for Mould
0.007 cu.m. Cost of country wood scantling 34300.00 cu.m.
0.007 cu.m. Labour wrought put up 13690.00 cu.m.
LS Sundries for nails, oiling the mould etc. LS
Cost for mould for 5 uses
Cost for 1 use

55
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Sub-Data for Pointing

0.01 cu.m. Cement mortar 1:3 4451.40 cu.m.

1.60 Nos. Mason II Class 932.00 Each
0.50 Nos. Mazdoor I Class 651.00 Each
1.10 Nos. Mazdoor II Class 534.00 Each
LS Add for black oxide LS
Total for 10 sq.m.
Rate for 1 sq.m.
Main Data
0.036 cu.m. PCC 1:1.5:3 6802.50 cu.m.
1.00 use Cost of mould 21.00 use
0.36 sq.m. Pointing with CM 1:3 245.40 sq.m.
LS Sundries for conveying, fixing, etc., LS
Rate for 0.36 sq.m.
Rate for 1 sq.m.
62 R.C.C.Jolly by a new of following size in M20 Concrete
using 20mm gauge hard broken granite stone jelly and
river sand excluding cost of reinforcement but
includingcharges,fabrication charges curing neat
finishing and labour charges for fixing the jolly in position
with standard spefication
R.C.C Jolly 0.60x0.60x0.05=0.36m2
C.W. required for Mould
C.W.for outer frame 2.80x0.05x0.05= 0.007
Solid wood for cutting to be required 0.60x0.60x0.05 0.018
Reeper of size 0.05x0.025 required to fix the design 0.70+0.70=1
Block in position .40
Cost of Mould - 5 Uses
0.025 cu.m c.w.scantling 34300.00 cu.m
1.40 Rm c.w. Reepers 50 X 25mm 34.60 RM
0.025 cu.m Labour charges 13690.00 cum
Sub Total
LS Mould rate /I use
Main Data
0.011 cu.m R.C.C. M20 7639.38 cu.m
1.00 use moulding charges 249.64 RM
L.S
0.36sqm

56
Sl.
QTY UNIT DESCRIPTION RATE PER
No
For 1sqm
Say
64 Manufacturing, supplying and fixing Precast Reinforced
Cement Concrete slabs of following thickness in RCC M20
concrete using following HBGS jelly excluding cost of
reinforcement steel in position but including cost of
moulding charges, casting of slab, finishing, curing and
fixing in position in all floors etc., complete complying
with standard specification and as directed.

Sub Data for Labour wrought and put up

4.50 Nos. Carpenter I Class 976.00 Each
13.20 Nos. Carpenter II Class 932.00 Each
8.80 Nos. Mazdoor I Class 651.00 Each
Sundries for nails, screws, etc.
Total
Rate for 1 cu.m.
Sub Data for CC 1:1.5:3 (10-12mm HBGS Jelly)
9.00 cum Broken stone Jelly - 12mm - 10mm size 1292.20 cum
4.50 cum Cement mortar (1:1.5) 7345.60 cum
1.80 Nos Mason II class 932.00 Each
17.70 Nos Mazdoor I class 651.00 Each
14.10 Nos Mazdoor II class 534.00 Each
Sundries
Total for 10 m3
Rate for 1 m3
a 25mm thick slab (using 10-12mm HBGS Jelly)
Consider a slab of size = 1.00 x 0.45m
Area = 1 x 1.00 x 0.45 0.45 sq.m.
Mould - Country wood of size
2.20 RM
0.025 x 0.025 required = 2 x 1.10 =
2 x 0.55 1.10 RM
Total 3.30 RM
(or) 3.30 x 0.025 x 0.025 = 0.0020625 (or) 0.0021 cum
CC 1:1.5:3 Concrete - 1.00 x 0.45 x 0.025 = 0.0113 cu.m.
Sub-Data for Mould
0.0021 cu.m. Cost of country wood 34300.00 cu.m.
0.0021 cu.m. Labour wrought put up 22549.00 cu.m.
LS Sundries for nails, oiling the mould etc. LS

57
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Cost for mould for 5 uses
Cost for 1 use
DATA
0.0113 cu.m. CC 1:1.5:3 using 10-12mm HBGS Jelly 6541.52 cu.m.
1.00 use Cost of mould 25.00 1 use

LS Add for finishing, curing, lifting and placing in position LS

Rate for 0.45 sq.m.

Rate for 1 sq.m.
b 50mm thick slab (using 20mm HBGS Jelly)
Consider a slab of size = 1.00 x 0.45m
Area = 1 x 1.00 x 0.45 0.45 sq.m.

Mould - Country wood of size

2.20 RM
0.025 x 0.05 required = 2 x 1.10 =

2 x 0.55 1.10 RM
Total 3.30 RM
(or) 3.30 x 0.050 x 0.025 = 0.004125 (or) 0.0041 cum
CC 1:1.5:3 Concrete - 1.00 x 0.45 x 0.05 = 0.0225 cu.m.
Sub-Data for Mould
0.0041 cu.m. Cost of country wood 34300.00 cu.m.
0.0041 cu.m. Labour wrought put up 22549.00 cu.m.
LS Sundries for nails, oiling the mould etc. LS
Cost for mould for 5 uses
Cost for 1 use
DATA
0.0225 cu.m. CC 1:1.5:3 using 20mm HBGS Jelly 6802.50 cu.m.
1.00 use Cost of mould 47.00 1 use

LS Add for finishing, curing, lifting and placing in position LS

Rate for 0.45 sq.m.

Rate for 1 sq.m.
c 75mm thick slab (using 20mm HBGS Jelly)
Consider a slab of size = 1.00 x 0.45m
Area = 1 x 1.00 x 0.45 0.45 sq.m.
Mould - Country wood of size
2.20 RM
0.025 x 0.075 required = 2 x 1.10 =
2 x 0.55 1.10 RM

58
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Total 3.30 RM
(or) 3.30 x 0.075 x 0.025 = 0.0061875 (or) 0.0062 cum
CC 1:1.5:3 concrete - 1.00 x 0.45 x 0.075 = 0.0338 cu.m.
Sub-Data for Mould
0.0062 cu.m. Cost of country wood 34300.00 cu.m.
0.0062 cu.m. Labour wrought put up 22549.00 cu.m.
LS Sundries for nails, oiling the mould etc. LS
Cost for mould for 5 uses
Cost for 1 use
DATA
0.0338 cu.m. CC 1:1.5:3 using 20mm HBGS Jelly 6802.50 cu.m.
1.00 use Cost of mould 71.00 1 use

LS Add for finishing, curing, lifting and placing in position LS

Rate for 0.45 sq.m.

Rate for 1 sq.m.
65 Manufacturing supplying and fixing of MILD STEEL
Window made out of 40 x 40 x 6 mm M.S angle for outer
frame, 35 X 35 X 5mm M.S.Angle for outer frame of
shutter. The entire shutter area shall be covered with
CRC sheets ( 18 G ) with 5Nos,of stiffners using M.S.Flats
of size 25 X 6mm at equal intervals horizontally. The
corners of the frames and shutter with CRC sheets shall
be welded by adopting flash butt welding or any other
suitable method. Provision towards 3Nos, of Hinges
incase of single shutters / 6Nos,of Hinges incase of
Double shutters of 125 X 31 X 1.25mm size placed at
appropriate intervals and provisions shall be made for
Tower bolts 2Nos, Aldrop 1No. The frame shall be
provided with 6Nos,of Hold fast of 200mm length using
50 X 6mm M.S.Flat. The entire frame and shutter shall be
provided with one coat of red oxide primer including cost
of hold fasts,hinges, locking arrangements, handles wind
appliences etc., complete and as directed by the
departemental officers.

Consider a size 1.20 X 1.20 M = 1.44 Sq.m

Double Leaf Shutter.
Door Frame 40 X 40 X 6 mm [ ( 2 X 1.20 ) + ( 2 X 1.20 ) ] X 4.50 Kg / M
Shutter 35 X 35 X 5 mm [ 2( 2 X 1.188 ) + ( 2 X 0.594 ) ] X 2.60 Kg / M
Shutter Stiffners 2X 5 X 0.594 X 1.15 Kg / M = 6.83 or 7.00Kg
Shutter 18G CRC Sheet.

59
Sl.
QTY UNIT DESCRIPTION RATE PER
No
CRC.Sheet 2 X 0.594 X 1.188 X 9.80 Kg / M2
Painting Area :- 2 X 0.60 X 1.20 X 2 ( coff )
Priming Coat on New Iron Work with Ready mixed Primer
Sub Data
1.33 Litre Red oxide primer 136.90 Litre
0.70 Nos. Painter I Class 797.00 Each
LS Sundries including brushes, soap,putty etc., LS
Total for 10 Sqm
Rate for 1 Sqm
MAIN DATA.
47.13 Kg M.S. angle 53.00 Kg
7.00 Kg M.S.Flats 53.00 Kg
13.84 Kg 18G CRC Sheet. 53.00 Kg
2.88 Sqm Red oxide primer one coat. 74.24 sqm
6.00 Nos Hold fast 168.00 each
6.00 Nos Hinges 117.60 each
2.00 Nos Tower bolt. 128.80 each
1.00 Nos Aldrop 235.30 each
Labour for Cutting, welding etc.,
Rate for 1.44 Sq.m
Rate Rs. 4187.50 or
66 Manufacturing supplying and fixing of MILD STEEL
DOOR made out of 50 x 50 x 6 mm M.S angle for outer
frame,35 X 35 X 5mm M.S.Angle for outer frame of
shutter. The entire shutter area shall be covered with
CRC sheets (18 G) with 5Nos, of stiffners using M.S.Flats
of size 25 X 6mm at equal intervals horizontally. The
corners of the frames and shutter with CRC sheets shall
be welded by adopting flash butt welding or any other
suitable method. Provision towards 3Nos, of Hinges
incase of single shutters / 6Nos,of Hinges incase of
Double shutters of 125 X 31 X 1.25mm size placed at
appropriate intervals and provisions shall be made for
Tower bolts 2Nos, Aldrop 1No. The frame shall be
provided with 6Nos,of Hold fast of 200mm length using
50 X 6mm M.S.Flat. The entire frame and shutter shall be
provided with one coat of red oxide primer including cost
of hold fasts,hinges, locking arrangements, handles wind
appliences etc., complete and as directed by the
departemental officers.

60
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Consider a size 1.20 X 2.10 M = 2.52 M2
Double Leaf Shutter.
Door Frame 50 X 50 X 6 mm [ ( 2 X 2.10 ) + ( 2 X
1.20 ) ] X 4.50 Kg / M = 29.70 Kg.

Shutter 35 X 35 X 5 mm [ 2( 2 X 2.088 ) + ( 2 X 57.59 say 57.60 Kg

0.594 ) ] X 2.60 Kg / M = 27.89 Kg

Shutter Stiffners 2X 5 X 0.594 X 1.15 Kg / M = 6.83 or

7.00Kg

Shutter 18G CRC Sheet.

CRC.Sheet 2 X 0.594 X 2.088 X 9.80 Kg / M2 = 24.30

or 24.50 Kg

Painting Area :- 2 X 0.60 X 2.10 X 2 ( coff ) = 5.04 or

5.10 M^2

Priming Coat on New Iron Work

1.33 Litre Red oxide primer 136.90 Litre
0.70 Nos. Painter I Class 797.00 Each
LS Sundries including brushes, soap,putty etc., LS
Total for 10 m 2
Rate for 1 m 2
MAIN DATA.
57.60 Kg M.S. angle 53.00 Kg
7.00 Kg M.S.Flats 53.00 Kg
24.50 Kg 18G CRC Sheet. 53.00 Kg
5.10 M2 Redoxide primer one coat. 74.47 M2
6.00 Nos Hold fast 168.00 each
6.00 Nos Hinges 117.60 each
2.00 Nos Tower bolt. 128.80 each
1.00 Nos Aldrop 235.30 each
Labour for Cutting, welding etc.,

Rate Rs. 2900.79 per sqm

61
Sl.
QTY UNIT DESCRIPTION RATE PER
No
67 Supplying & fixing door shutters for Mediun Density
Fiber Board of exterior grade 35 mm thick,single leaf
conforming to IS:12406/1989 with 35x12 mm
T.W.Lipping on all edges with necessary adhesives and
CP screws complying with standard specifications. The
rate is inclusive of threee coats of best quality varnish
but excluding cost of furniture fittings.such as 300 mm
tower bolt 2nos,200mm towerbolt I no. 300mm Aldrop 1
No. Alu handle ornamental type 2 Nos,and 1 No. Door
stopper etc complete.

consider a door shutter of size 1.2x 2.1 M 2.52 Sqm

2.52 Sqm MDF Bd IS: 12406/1989 exterior grade 2180.00 Sqm
6.60 Rm T.W Lipping 35x12 mm thick 39.00 Rm
Sub Total
Ls ST and SC on ST Ls

Cost of screws, nails, putty, fevicol, varnish,colouring

Ls Ls
agent thinner etc.,

Ls Conveyance charges to work site Ls

Ls Wastage on board 5 % Ls
Total for 2.52 M2
Rate for 1 m2 2570.00
68 Providing & fixing PVC RAIN WATER DOWNFALL PIPE of
the following dia with necessary T.W.Clamps Plugs,
Shoes,Bemds, other clamps, screws nails etc.,complete
complying with standard specification. The rate is
inclusive of cost of removable iron gratings of appropriate
size. The size of Teak Wood plugs used is 150X25mm in
front & 200x75mm in rear (wall side) with a depth of
110mm. The pipe is to be fixed by means of "U" clamps
at the centre of pipes to be fixed.110mm dia PVC Pipe [4
Kg/SqCm]

3.00 RM Cost of 110mm dia PVC Pipe [4 Kg/SqCm] 203.10 RM

1.00 Nos Cost of 110mm dia PVC Shoe 83.40 Each
1.00 Nos Cost of 110mm dia PVC Bends 104.10 Each
2.00 Nos Cost of C.I.Brackets for110mm dia PVC pipes 8.50 Each
4.00 Nos Cost of T.W.Plugs (200x75mm) 1.08 Each
1.00 Nos Plumber I st Class 866.00 Each
Sundries for nails & screws
Total for 3 RM
Rate for 1 RM

62
Sl.
QTY UNIT DESCRIPTION RATE PER
No
69 Supplying and fixing in position best quality approved
make white glazed earthenware wash hand basin of size
550 X 400 mm with a pair of cast iron brackets, including
cost of 15mm diametre brass chromium plated piller
tape,32 mm diametre C.P. Waste union, 32 mm diametre
P.V.C. waste pipe with rubber plug and chain, 15mm
diametre G.M.wheel valve, 15mm dia brass nipple, 15mm
dia nylon connections etc., including fixing the wash
hand basin in the wall in position with a pair of C.I.
brackets with teak wood plugs and screws and giving
necessary water supply connection and paintiung the
brackets with two coats of paint over a primimg coat of
anticorrosive paint including testing for leackage etc.,
complete complying with standard specifications

Cost of Wash Hand Basin, Cost of 15mm dia G.M. Wheel

valve, Cost of 32mm dia C.P. waste union, Cost of 32mm
dia P.V.C. waste pipe, Cost of 15mm dia brass nipple,
1.00 Nos. Cost of 12/15mm dia C.P. piller tape, Cost of 15mm dia 1672.00 Each
nylon connection, Cost of Plug and Chain, Cost of C.I.
brackets

1.00 Nos. Plumbers I class 866.00 Each

0.10 Nos. Plumbers II class 839.00 Each
0.50 Nos. Mason I class 999.00 Each
1.00 Nos. Mazdoor I Class 651.00 Each
6.00 Nos. Tapering wooden plugs 12.20 Each
6.00 Nos. 38mm Brass screws 2.41 Each
10.00 gram Shellac 18.45 100gram
0.25 Nos. Thread ball 3.60 Each

TOTAL
70 Supplying and fixing in position Indian water closet of
size 580 X 440mm, white glazed earthen ware of
approved quality with 'P' trap or 'S' trap confirming to
IS:2556 - Part XII with sand cushion and forming
flooring alround the closet using 40mm broken brick jelly
in lime concrete 1:2:5 ( one part of lime, two parts of
sand and five parts of brick jelly) 100mm thick and
finishing the top to required slope and including giving
necessary connection to cast iron soil pipes/ PVC pipes
by dismandling brick masonry, reinforced cement
concrete roof/floor slab and making good the disturbed
portion to original condition without leakage etc.,
complete complying with standard specifications and as
directed by the departmental officers.

Sub Data - 1 - Lime mortar 1:2

63
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.50 cum Cost of lime 993.00 cum
1.00 cum Cost of sand 1431.20 cum
1.00 cum Grinding charges 280.60 cum

Sub data - 2
Brick jelly lime concrete 1:2:5 using 40mm brick jelly
9.50 cum Brick jelly 40mm 705.00 No
3.80 cum Lime mortar 1:2 2208.30 cum
1.80 No Mason II class 932.00 RM
17.70 No Mazdoor I class 651.00 cum
14.10 No Mazdoor II class 534.00 cum

Main Data
1.00 Nos Cost of IWC Oriya Type, Cost of 'P' or 'S' trap 1201.00 Nos
0.45 cu.m Sand for filling : 0.45 cu.m 1431.20 cum
0.11 cu.m Brick jellylime concrete 1:2:5 : 0.11 cu.m 3581.90 cum
1.00 Nos. Plumber I class 866.00 Each
1.00 Nos. Mason I class 999.00 Each
0.25 Nos. Plumber II class 839.00 Each
1.00 Nos. Mazdoor I class 651.00 Each
1.00 Kg. White cement 22.60 Kg.
6.00 Kgs. Cement 6040.00 MT
400.00 gram Spun yarn 13.10 Kg

TOTAL

64
Sl.
QTY UNIT DESCRIPTION RATE PER
No
71 Supplying and fixing in position White / Colour Glazed
Model Floor Mounted European Water Closet of best
quality and approved make with 100mm “P” or “S” trap
connecting with CI pipe of 100mm dia / PVC pipe of
110mm dia, double flapped rigid PVC black seat and seat
cover with CP brass hinges including cost of white
cement, cement for packing, spun yarn, teak wood plugs,
brass screws, etc., including supplying and fixing 10 liters
capacity PVC / 12.5 liters capacity porcelain low level
flushing tank with a pair of CI brackets, etc., complete
with all fittings, such as, 15mm brass ball valve with
polythene float with brass handle, union coupling
connected by means of 40mm white PVC flush hand
using Indian adopter joint including all internal fittings,
such as, 15mm bras connections, 15mm GM wheel valve,
15mm brass nipple (2 Nos.), 15mm nylon connection,
TW plugs, screws and also giving necessary connection
to the PVC pipe and painting the CI brackets with 2 coats
of approved paint over one coat of red oxide primer,
dismantling the masonry and re-doing the dismantled
masonry to original condition, etc., complete complying
with standard specifications. (The EWC and flushing tank
with all accessories should be got approved by the
Executive Engineer before use on works) Floor Fitting

1.00 No As per PWD SOR Page No 61 5073.00 Each

72 S/F in position of Indian Make White/Colour glazed
earthen ware lipped mouth Flat Back Urinal of best
approved quality with G.I.Pipe connection to suitable
length,32mm bell mouthed P.V.C connection ,15mm dia
G.M.Wheel valve,fixing the urinal to the wall in position
with necessary T.W.plugs ,clamps,screws, shellac
etc.,including dismantling masonry if necessary and
redoing the same to original condition ,fixing the 15mm
dia. G.I.pipe connection and wheel valve ,painting the
pipe with two coats of approved paint over one coat of
primer and checked without any leakage complete,
complying with standard specifications. - White Colour

Cost of Urinal Cost of 32mm dia.bell mothed P.V.C

conection and waste pipe Cost of 15mm
1.00 Set dia.G.I.Pipe :0.45m long Cost of 15mm dia.Brass 940.00 Set
nippple : 2 Nos, 15MM DIA nylon connections,

0.50 Nos. Plumber I class 866.00 Each

0.50 Nos. Mason I class 999.00 Each
0.50 Nos. Mazdoor I class 651.00 Each
2.00 sets T.W.Plugs and screws 12.20 set
10.00 grams Shellac 18.45 100grams

65
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.50 Nos. Thread balls 3.60 Each

1.00 set Special clamp for waste pipe , T.W.Plugs and screws. 21.00 set

TOTAL
73 Internal Water Supply - P.V.C. Pipes (6Kg/SqCm)
Supplying laying and jointing P.V.C pipes (6Kg/SqCm) of
approved quality and best variety conforming to I.S.S &
with I.S.I mark, of the following sizes including cutting ,
Fixing to PVC specials using Adhesive but excluding cost
of such specials and fixing to wall with necessary teak -
Wood Plugs,PVC Clamps and screws,making holes on the
wall or drilling holes in roof and making good the
dismantled portions to original condition with necessary
brick work and plastering wherever necessary with
necessary scaffolding charges.

Sub Data - 1 - Labour For 10 R.M

0.30 Nos Stone Cutter I Class 766.00 Each
0.45 Nos Plumber I Class 856.00 Each
0.10 Nos Plumber II Class 839.00 Each
0.40 Nos Mazdoor I Class 651.00 Each
0.30 Nos Mazdoor II Class 534.00 Each
Labour For 10 R.M
Labour for 1 R.M
Sundries for 1 R.M
8.33 gram PVC .Adhesive 36.00 Kg
1.60 Nos PVC. Clamps, Plugs,and screws 8.50 Each
TOTAL
Size of pipe 15mm dia 20mm dia
Cost of PVC.Pipe per R.M 17.10 25.30
Labour Charges 111.95 111.95
Sundries 13.90 13.90
0.05 0.35
TOTAL 143.00 151.50
Labour Charges for 32mm dia
0.45 Nos Stone Cutter I Class 766.00 Each
0.70 Nos Plumber I Class 866.00 Each
0.15 Nos Plumber II Class 839.00 Each
0.60 Nos Mazdoor I Class 651.00 Each

66
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.45 Nos Mazdoor II Class 534.00 Each
Labour for 10 R.M
Labour for 1 R.M
Sundries for 1 R.M
10.00 gram PVC .Adhesive 36.00 gram
1.00 Nos PVC. Clamps, Plugs,and screws 8.50 Each
TOTAL
size of pipe 32mm dia
Cost of PVC.Pipe per R.M 64.75
Labour Charges 170.76
Sundries 8.86
0.12
TOTAL 244.49
74 Supplying and fixing best approved quality Brass C.P / Al
anodised Towel rail 600mm. long and 20mm Diameter
with brackets of same material including cost of Teak-
Wood plugs and C.P.Screws etc., complete complying
with standard specifications

Brass C P Towel Rails

1.00 Nos Cost of Brass C.P.Towel Rail 600 MM long and 20 MM dia. 269.00 Each

0.15 Nos Fitter I Class 866.00 Each

0.15 Nos Mazdoor I Class 651.00 Each
6.00 Nos T.W Plugs 1.08 Each
6.00 Nos C.P Screws (30 X 6mm) 1.54 Each
sundries
TOTAL
75 Supplying and fixing best approved quality C.P.Soap Tray
of size 150mm X 100mm including cost of Teak
Woodplugs, brass screws complete complying with
standard specifications.

1.00 Nos Cost of Soap Tray 196.20 Each

0.10 Nos Carpenter II Class 932.00 Each
0.10 Nos Mazdoor II Class 534.00 Each
2.00 Nos T.W Plugs 1.08 Each
2.00 Nos Brass Screws (30 X 6mm) 2.41 Each
sundries
TOTAL

67
Sl.
QTY UNIT DESCRIPTION RATE PER
No
76 Supply and fixing of PVC. Nahini / Floor Trap with
stainless Steel Gratings - 100 mm x 75 mm
including all charges etc, complete as per standard
specification.

1.00 Nos Cost of Nahini trap with Cost of SS gratings 178.00 Each
0.20 Nos. Plumber I class 866.00 Each
0.20 Nos. Stone cutter I class 766.00 Each
0.20 Nos. Mason II class 932.00 Each

0.005 cu.m Brick jelly lime concrete 1:2:5 using 40mm size brick jelly 3581.90 cu.m

0.002 cu.m Cement mortar 1:3 4451.40 cu.m

TOTAL
77 Supplying laying and jointing G.I. Pipes of approved
quality and best varity of B Class pipe of the following
sizes including fixing G.I specials but excluding cost of
such specials cutting threading of pipes and fixing to
wall with necessary teak wood plugs, clamps and screws
masking holes on the wall or drilling holes in roof and
making good the dismandled portions to original
conditions with necessary brick work and concrete and
plastering where ever necessary with necessary
scafolding charges. The pipes are to be painted with two
coats of good variety and best approved quality of
synthetic enamel paint over a priming coat of red-oxide
primer etc., complete.

Labour for 10 R.M

0.30 Nos Stone Cutter I Class 766.00 Each
0.75 Nos Plumber I Class 866.00 Each
0.10 Nos Plumber II Class 839.00 Each
0.60 Nos Mazdoor I Class 651.00 Each

Labour for 1 R.M.

Sundries for 1 R.M
8.33 gram Shellac 18.45 100gram
1.00 Nos Clamps,Plugs,and screws 12.20 set
0.25 Nos Thread Balls 3.60 Each
Total
For G.I.Pipe of size 15mm dia 20mm dia
Cost of G.I.Pipe per R.M 69.80 98.60

68
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Labour Charges 135.38 135.38
Sundries 14.64 14.64
0.18 0.38
TOTAL 220.00 249.00
Labour for 32mm dia Pipe - 10 R.M
0.45 Nos Stone Cutter I Class 766.00 Each
1.15 Nos Plumber I Class 866.00 Each
0.15 Nos Plumber II Class 839.00 Each
0.90 Nos Mazdoor I Class 651.00 Each
0.45 Nos Mazdoor II Class 534.00 Each
Total for 10 R.M
Labour for 1 R.M.
Sundries for 32mm dia Pipe - 1 R.M
10.00 gram Shellac 18.45 100gram
1.00 Nos Clamps, Plugs and screws 12.20 set
0.50 Nos Thread Balls 3.60 Each
Total
For G.I.Pipe of size 32mm dia
Cost of G.I.Pipe per R.M 151.40
Labour Charges 229.27
Sundries 15.85
0.49
TOTAL 397.00
78 Supplying and fixing in position first quality and approved
variety of Gun Metal Gate Valve (Heavy type ) with
I.S.I.mark of the following sizes including cost of
Shellac , thread etc,.including labour for cutting and
threading of G.I.Pipes etc.,complete complying with
standard specifications for both internal and external
water Supply arrangements.

Labour Charges for 20 & 25mm Gate Valve

0.25 Nos Fitter I Class 866.00 Each
0.25 Nos Mazdoor I Class 651.00 Each
10.00 gram Shellac 18.45 100gram
0.30 Nos Thread ball 3.60 Each
Total
Labour Charges for 32mm Gate Valve

69
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.33 Nos Fitter I Class 866.00 Each
0.33 Nos Mazdoor I Class 651.00 Each
18.00 gram Shellac 18.45 100gram
0.70 Nos Thread ball 3.60 Each
total
For specials size 20mm 25mm
Cost of G.M. Gate valve 241.00 351.00
Labour Charges 382.18 382.18
0.32 0.32
TOTAL 623.50 733.50
79 Suppling and fixing in position 15mm diameter brass /
C.P screw down tap / pillar tap / swan neck tap (heavy
duty) of approved make conforming to I.S.specifications
and quality including cost of shellac, thread
etc.complying with standard specifications and including
cutting and threading wherever necessary

LABOUR CHARGES
0.10 Nos Fitter I Class 866.00 Each
0.10 Nos Mazdoor I Class 651.00 Each
10.00 gram Shellac 18.45 100gram
0.25 Nos Thread ball 3.60 Each
TOTAL
Descriptions SD TAP PILLAR
Cost of 15 mm Brass/CP Tap 206.00 269.00
Labour Charges 154.45 154.45
0.05 0.05
Total 360.50 423.50
80 G.I.Specials
For G.I.Elbow 15mm dia 20mm dia
Cost of G.I.Elbow per Number 15.90 25.40
Cutting charges 9.35 9.35
Threading charges 13.35 13.50
0.40 0.25
TOTAL 39.00 48.50
For G.I.Elbow 32mm dia
Cost of G.I.Elbow per Number 87.00

70
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Cutting charges 13.55
Threading charges 37.85
0.10
TOTAL 138.50
For G.I.Tee 15mm dia 20mm dia
Cost of G.I.Tee 28.60 34.70
Cutting charges 9.35 9.35
Threading charges 13.35 13.50
0.20 0.45
TOTAL 51.50 58.00
For G.I. Tee 32mm dia
Cost of G.I.Tee 98.60
Cutting charges 13.55
Threading charges 37.85
0.00
TOTAL 150.00
For G.I.Coupling 15mm dia 20mm dia
Cost of G.I.Coupling 13.60 15.90
Cutting charges 9.35 9.35
Threading charges 13.35 13.50
0.20 0.25
TOTAL 36.50 39.00
For G.I. Coupling 32mm dia
Cost of G.I. Coupling 46.50
Cutting charges 13.55
Threading charges 37.85
0.10
TOTAL 98.00
For G.I.bend 15mm dia 20mm dia
Cost of G.I.Bend 13.60 23.20
Cutting charges 9.35 9.35
Threading charges 13.35 13.50
0.20 0.45
TOTAL 36.50 46.50
For G.I. Bend 32mm dia
Cost of G.I. Bend 69.80

71
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Cutting charges 13.55
Threading charges 37.85
0.30
TOTAL 121.50
For G.I.Reducers 20 X 15mm 25X20mm
Cost of G.I.Reducers 20.30 28.60
Cutting charges ( Big size dia) 9.35 11.20
Threading charges (Big size dia) 13.50 28.05
Threading charges ( Small size dia) 13.35 13.50
0.00 0.15
TOTAL 56.50 81.50
For G.I.Reducers 32X20mm
Cost of G.I.Reducers 40.40
Cutting charges ( Big size dia) 18.30
Threading charges (Big size dia) 42.65
Threading charges ( Small size dia) 13.50
0.15
TOTAL 115.00
For G.I.Reducer Elbow 20 X 15mm 25X20mm
Cost of G.I.Reducer Elbow 40.40 52.00
Cutting charges ( Big size dia) 9.35 11.20
Threading charges (Big size dia) 13.50 28.05
Threading charges ( Small size dia) 13.35 13.50
0.40 0.25
TOTAL 77.00 105.00
For G.I.Reducer Tee 20 X 15mm 25X20mm
Cost of G.I.Reducer Tee 69.80 75.30
Cutting charges ( Big size dia) 9.35 11.20
Cutting charges ( Small size dia) 9.35 9.35
Threading charges (Big size dia) 13.50 28.05
Threading charges ( Small size dia) 13.35 13.50
0.15 0.10
TOTAL 115.50 137.50

72
Sl.
QTY UNIT DESCRIPTION RATE PER
No
81 Supplying and fixing in position G.I union and flanges of
heavy type of approved quality and good variety, of
Various sizes, including necessary cutting and threading
of G.I.Pipes for jointing the union and providing two
coats of painting with good variety and approved quality
of synthetic enamel paint over a coat of priming coat in
case of pipe line above Ground level and coat of tar in
case of pipe line below Ground level for both internal and
external Water supply arrangements.

Labour Charges
0.20 Nos Fitter I Class 866.00 Each
0.20 Nos Mazdoor I Class 651.00 Each
10.00 gram Shellac 18.45 100gram
0.25 Nos Thread ball 3.60 Each
TOTAL
G.I Specials 15MM 20MM
Cost of G.I.union / flanges 58.10 69.80
Labour charges 306.15 306.15
0.25 0.05
Total 364.50 376.00
82 Supplying and fixing in position P.V.C. specials such as
plain bend, door bend, plain tee, door tee, offsets,Y-
junction, plain or with door of various sizes best quality
confirming to I.S.S and providing leakproof joints
including fixing to wall and giving connection to the
P.V.C, soil stacks, dismadling the brick masonry or R.C.C.
floor or Roof slab and redoing the dismandled portion to
original condition etc., complete complying with standard
specifications.

Labour for fixing 4 Nos.

0.60 Nos. Plumber I class 866.00 Each
0.60 No. Mazdor I class 651.00 Each
0.50 Nos. Plumber II class 839.00 Each

Rate for 1 No.

Sundries for 1 No.
20.00 gram P.V.C adhesive 36.00 gram.
a 1.00 Nos 110mm dia PVC. Plain Elbow 65.80 Each
1.00 Nos Labour for fixing One No. 332.43 Each

73
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

b 1.00 Nos 110mm dia PVC.Plain Tee 159.90 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

c 1.00 Nos 110mm dia PVC. Door Elbow 131.90 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

d 1.00 Nos 110mm dia PVC.Door Tee 187.80 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

e 1.00 Nos 90mm dia PVC. Plain Elbow 75.00 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

f 1.00 Nos 90mm dia PVC. Plain Tee 118.00 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

g 1.00 Nos 90mm dia PVC. Door Elbow 83.40 Each
1.00 Nos Labour for fixing One No. 332.43 Each
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

h 1.00 Nos 90mm dia PVC Door Tee 139.10 Each
1.00 Nos Labour for fixing One No. 332.43 Each

74
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 Nos Sundries for 1 No. 7.20 Each

Rate for 1 No.

83 S & Fixing in position PVC Y junction with door Plain of
with door of various sizes of best approved quality
confirming to ISS and providing leak proof joints with
CM1:2 (one cement, two sand) spun yarn etc.,to wall and
giving connection to the PVC soil stacks, dismandling the
brick masonry or R.C.C. floor or Roof slab and redoing
the dismandled portion to original condition including
painting the PVC specials two coats with best approved
quality anti-corrosive paint etc., complete complying with
standard specifications

Labour for fixing Two Nos.

1.00 Nos. Plumber I class 866.00 Each
1.00 No. Mazdor I class 651.00 Each
0.40 Nos. Plumber II class 839.00 Each
4.00 Kg. Cement 6040.00 MT
1.00 Kg. Spun yarn 13.10 Kg.
Rate for one nos.
a PVC Y with door 110mm dia
1.00 Nos. Cost of PVC 4 Way 110mm Dia Junction With door 195.20 Each
1.00 Nos. Labour Charges 944.93 Each

Rate for one nos.

b PVC 4-Y with door 90mm dia
1.00 Nos. Cost of PVC 90mm Dia 'Y'Junction With door 146.00 Each
1.00 Nos. Labour Charges 944.93 Each

Rate for one nos.

84 Supplying and fixing in position best quality P.V.C soil/
waste pipes (6KSC) of various sizes having ISI mark and
providing leakproof joints including fixing to the wall with
P.V.C/ M.S clamps etc., and making connection to all
sanitary fittings, dismandling masonry/R.C.C. works
wherever necessary and making good the dismandled
portion to the original condition, complying with standard
specifications.

Labour for 6 R.M. (one length)

0.40 Nos. Plumber I class 866.00 Each

75
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.25 Nos. Stone cutter II class 738.00 Each
0.75 Nos. Mazdoor I class 651.00 Each
2.00 Nos. Special P.V.C or M.S clamps 12.20 Each
20.00 gram P.V.C. adhesive 36.00 gram
Total for 6 Rm
Rate for 1 R.M.
size of pipe 90mm dia 110mm dia
Cost of PVC.Pipe per R.M 232.30 304.90
Labour Charges 175.10 175.10
0.10 0.00
TOTAL 407.50 480.00
85 Supplying and fixing P.V.C. ventilating shaft of 110mm
dia and 3m height of best approved quality and as per
standard specifications.

3.00 RM Cost of P.V.C. Ventilating shaft - 110mm Dia 304.90 1 Rm

0.30 Nos. Plumber I class 866.00 Each
0.30 Nos. Mazdoor I class 651.00 Each

Total for 3 RM
RATE FOR I RM
86 Supplying and fixing in position C.I.Manhole covers (light
or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3
(One part of Cement and Three part of Plastering Sand
(P- Sand)), of best approved quality and as per standard
specifications etc.,complete.

Sub Data - Labour charges - 3 Nos

1.00 Nos. Mason I class 999.00 Each
1.00 Nos. Mazdoor I class 651.00 Each
Total for 3 Nos
For 1 No
Main Data
1.00 Nos. Cost of C.I.Manhole Cover(Heavy / Light) 1864.00 Each
0.004 cu.m Cement Mortar 1:3 4451.40 cu.m
1.000 No Labour charges 550.00 Each
Sundries
TOTAL

76
Sl.
QTY UNIT DESCRIPTION RATE PER
No
87 Removal of Excavated Excess Earth away from the site to
5K.M including loading and transportation charges etc,
complete as per standard specification. For 1M3

5.00 Km 0 to 5 KM 11.65 Km
1.00 cum UnLoading charges 44.25 cum
Sundries
Rate for 1 m 3
88 Rough stone Dry Packing for Aprons and revetments
using rough stones and the cost shall inclusive all
materials and labour charges etc complete - 1 cum S.I.
217

11.00 cum Rough stone (including spalls for filling and wedging) 542.60 cum
3.50 Nos. Wooders 644.00 Nos.
10.60 Nos. Mazdoor Category I 651.00 Nos.
7.10 Nos. Mazdoor Category II 534.00 Each
LS Sundries LS
Total for 10 Cum
Rate for 1 Cum
89 Pointing Random Rubble masonry with Cement Mortar1:3
(One Part of Cement and Three Part of Palstering Sand
(P- Sand)) to flush pointing , curing etc complete - 10
sqm S.I.327

0.09 cum Cement Mortar (1:3) 4451.40 cum

1.60 Nos Mason II class 932.00 Each
0.50 Nos Mazdoor I class 651.00 Each
1.10 Nos Mazdoor II class 534.00 Each
LS Sundries LS
Total for 10 m 2
Rate for 1 m 2
90 Random rubble masonry in cement motor 1:5 (one Part
of cement, Five part of Crushed Stone Sand (M- Sand))
mix using all granite stones and bond stones for
foundation and basement from approved quarry including
watering, curing, and labour charges etc., completed as
per standard specification

10.00 cum Rough stones 542.60 cum

1.00 cum Bond stones 741.60 cum
3.40 cum C. Mortar 1:5 3286.72 Each
7.10 Nos. Mason I 999.00 Each

77
Sl.
QTY UNIT DESCRIPTION RATE PER
No
10.60 Nos. Mason II 932.00 Each
14.10 Nos. Mazdoor I 651.00 Each
14.10 Nos. Mazdoor II 534.00 Each
Sundries
Total for 10 cum
Rate for 1 cum
91 Preparing the Existing surface to laying the road to
Proper Gradient and remove the loose soil without
damage the Water Supply and other Pipe lines. The Rate
inclusive of all charges such as Earth work and remove
the same away from the site etc, complete as per
standard specifications.

1.00 cum Earth work - SS 20B 70.95 cum

1.00 cum Unloading charges 44.25 cum
Rate for 1 cum
92 Providing Granular surface base to the required
surface using murram, Granular soil of size varying from
4mm to 75mm including cost of material and cost of
labour for stacking, spreading and consolidating layer by
layer (Each layer not exceeding 100mm) including hire
charges of Roller etc, complete as per the direction of
Departmental officers.

Sub Data
4.00 Nos Mazdoor I class 736.00 Each
Labour charges for 100 sqm
10.00 sqm Labour charges for 10 sqm 2944.00 sqm
Hire charges for power roller
1.00 Day Hire charges for power Roller 985.00 Day
20.00 Litres Fuel Charges (2.50 X 8 ) 60.12 Per Litre
Out turn/day 950 sq.m of 100mm thick 2187.40 95 cum
Water sprinkler:
1.00 Day Water sprinkler excluding fuel charges 2395.00 Day
26.00 Litres Fuel Charges (3.25 X 8 ) 60.12 Day
Total
Hire charges for machineries per M3
(Out turn/day=1000 sqm) Hire charges for 10 M2
Total for Machinery
Main Data

78
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 cum Quarry Rubbish 189.85 cum
1.00 sqm Hire charges for Machinery 62.61 10 sqm
1.00 sqm Labour charges 294.40 10 sqm
Sundries
Rate for 1cum
93 Providing of Granular Sub base using Grade I
materials of table 400 -1 of Morth with minimum CBR 30
spreading in uniform layers with motor grader on
prepared surface, mix in by palce method at OMC and
compacting with Vibratory Roller to achieve the desired
density including all labourcharges etc, complete as per
technical specification and as directed by the
departmental officers. Morth - Rev V No.
111,112,401,900

Sub Data - 53 - 22.40mm

1.00 cum 53mm Metal 905.20 cum
1.00 cum 46.50mm Metal 1185.20 cum
1.00 cum 45mm Metal 1185.20 cum
1.00 cum 37.50mm Metal 1207.20 cum
1.00 cum 26.50mm Metal 1144.20 cum
1.00 cum 25mm Metal 1144.20 cum
1.00 cum 22.40mm Metal 1621.20 cum
Total
Rate per cum
Sub Data - 22.40mm - 4.75mm
1.00 cum 22.40mm Metal 1621.20 cum
1.00 cum 13.20mm Metal 1510.20 cum
1.00 cum 11.20mm Metal 1054.20 cum
1.00 cum 6.70mm Metal 805.70 cum
1.00 cum 6.00mm Metal 805.70 cum
1.00 cum 5.60mm Metal 805.70 cum
1.00 cum 4.75mm Metal 723.50 cum
1.00 cum Gravel 280.95 cum
Total
Rate per cum
Sub Data
A Hire Charges for Machineries - 100cum
1.00 day Loader 5cum capacity 1452.00 day

79
Sl.
QTY UNIT DESCRIPTION RATE PER
No
80.00 lit Fuel charges 80lit of Disel 60.12 Day
For One Day
For One Hour 8.00
B 1.00 Day Hire Charges for Tipper / Day 1307.00 day
26.00 Lit Fuel charges 3.25Lit/Hour 60.12 day
For One Day
For One Hour 8.00
c 1.00 Day Hire charges for Water Tanker 2395.00 day
25.00 Lit Fuel charges 25Lit/day 60.12 day
For One Day
For One Hour 8.00
D 1.00 Day Hire Charges for Vibratiry Roller/day 6531.00 day
24.00 Lit Fuel charges 3Lit / Hour 60.12 day
For One Day
For One Hour 8.00
E 1.00 Hour Motor grader including fuel/ Hour 16152.00 day

F 1.00 Hour Base mix plant ( pug mill ) Hire charges including Fuel 8037.00 day

Hire Charges for Machineries - 300cum

12.00 Hour Tipper Trucks: 358.77 Hour
3.00 Hour Water tanker 487.25 Hour
6.00 Hour Motor grader 2019.00 Hour
6.00 Hour Vibratory Roller 996.74 Hour
For 300 cum
For 1 cum
Labour Charges for 300 cum
0.48 Nos Head Mazdoor 758.00 No
2.00 Nos Mazdoor I class 736.00 No
10.00 Nos Mazdoor II class 597.00 No
Total for 300 cum
Rate per cum
Main Data - 300 cum
192.00 cum 53 - 22.40mm Metal 1198.91 cum
76.00 cum 22.40 - 4.75mm Metal 950.89 cum
115.20 cum 4.75mm below 723.50 cum

80
Sl.
QTY UNIT DESCRIPTION RATE PER
No
18.00 KL Water 150.00 KL
300.00 cum Hire Charges 79.54 cum
300.00 cum Labour Charges 26.02 cum

Total
Rate per cum
94 Providing and laying, spreading and compacting graded
stone aggregate to Wet mix macadam (WMM)
specification including premixing the material with water
at OMC in mechanical mix plant carriage to mixed
material by tipper to site laying in uniform layers with
paver in sub base / base course on well prepared surface
and compacting with vibratory roller to achive the desired
density complete as per clasue 406 of MORTH
specifications.

A Hire Charges for Machineries - 100cum

1.00 day Loader 5cum capacity 1452.00 day
80.00 lit Fuel charges 80lit of Disel 60.12 Day
For One Day
For One Hour 8.00
B 1.00 Day Hire Charges for Tipper / Day 1307.00 day
26.00 Lit Fuel charges 3.25Lit/Hour 60.12 day
For One Day
For One Hour 8.00
c 1.00 Day Hire charges for Water Tanker 1028.00 day
25.00 Lit Fuel charges 25Lit/day 60.12 day
For One Day
For One Hour 8.00
D 1.00 Day Hire Charges for Vibratiry Roller/day 6531.00 day
24.00 Lit Fuel charges 3Lit / Hour 60.12 day
For One Day
For One Hour 8.00
E 1.00 Hour Motor grader including fuel/ Hour 16152.00 day

F 1.00 Hour Base mix plant ( pug mill ) Hire charges including Fuel 8037.00 day

Hire Charges for Machineries - 100cum

6.00 Hour Loader 5cum capacity 782.70 Hour
6.00 Hour Base mix plant ( pug mill ) 1004.63 Hour
24.00 Hour Tipper Trucks: 358.77 Hour
24.00 Hour Water tanker 316.38 Hour

81
Sl.
QTY UNIT DESCRIPTION RATE PER
No
4.00 Hour Motor grader 2019.00 Hour
6.00 Hour Vibratory Roller 996.74 Hour
For 100 cum
For 1 cum
Labour Charges - 100cum
0.50 No Head Mazdoor ( Mazdoor I class) 758.00 No
8.63 No Mazdoor I class 736.00 No
2.00 No Mazdoor II class 597.00 No
For 100 cum
For 1 cum
Sub Data - 45.00mm - 22.40mm metals
1.00 cum Cost of 45mm metal 1185.20 cum
1.00 cum Cost of 37.5mm metal 1207.20 cum
1.00 cum Cost of 26.50mm metal 1144.20 cum
1.00 cum Cost of 25.00mm metal 1144.20 cum
1.00 cum Cost of 22.40mm metal 1621.20 cum
Total for 5 metals
Rate per cum
Sub Data - 22.40mm - 2.36mm metals
1.00 cum Cost of 22.40mm metal 1621.20 cum
1.00 cum Cost of 13.20mm metal 1510.20 cum
1.00 cum Cost of 11.20mm metal 1054.20 cum
1.00 cum Cost of 6.70mm metal 805.70 cum
1.00 cum Cost of 6.00mm metal 805.70 cum
1.00 cum Cost of 5.60mm metal 805.70 cum
1.00 cum Cost of 4.75mm metal 723.50 cum
Total for 7 metals
Rate per cum
Main Data
0.396 cum 45mm to 22.40mm metal 1260.40 cum
0.528 cum 22.40 to 2.36mm metal 1046.60 cum
0.396 cum 2.36mm and below metal 723.50 cum
1.00 cum Hire charges 409.84 cum
1.00 cum labour charges 79.25 cum
1.00 cum Water Charges 9.00 cum

82
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Rate For 1Cum
95 Providing and laying Prime coat of 7 kgs/10 sqm over
the WMM surface treated with primer using 7 kgs of
bituminous Emulsion (SS) for 10square meter area
including cost of bituminous binder, including labour
charges for applying the required quantity of bituminous
binder as Prime coat manually etc., complete as per 502
of MORTH Rev-5 Specifications

Labour charges for 500 square meter :

i) For preparing the surface
10.00 No. Mazdoor I class 736.00 Each
16.00 No. Mazdoor II class 597.00 Each
For applying Prime coat
4.00 No. Mazdoor II class 597.00 Each
Total Labour charges for 500 Sqm.
10.00 Sqm Labour charges for 10 sqm.= (F x 10)/500 19300.00 500 Sqm
Rate of Prime coat per sqm.
7.00 Kg Cost of bitumuous Emulsion - Slow Setting 50225.10 MT
10.00 Sqm Labour charges 386.00 10 sqm
L.S Hire charges for Bitumen Sprayer
10.00 Sqm Rate for prime coat /10 sqm.
1.00 Sqm Rate for prime coat / sqm.=H/10 750.75 10 sqm
96 Providing and laying tack coat of 2.5 kgs/10 sqm
over the WMM surface treated with binder using 2.5
kgs of bituminous Emulsion (RS) for 10square meter area
including cost of bituminous binder, including labour
charges for applying the required quantity of bituminous
binder as tack coat manually etc., complete as per 503 of
MORTH Rev-5 Specifications

Labour charges for 500 square meter :

3.00 No. Mazdoor II class 597.00 Each
Total Labour charges for 500 Sqm.
10.00 Sqm Labour charges for 10 sqm.= (F x 10)/500 1791.00 500 Sqm
Rate of tack coat per sqm.
2.50 Kg Cost of bitumuous Emulsion - Rapid Setting 47280.10 MT
10.00 Sqm Labour charges 35.82 10 sqm
L.S Hire charges for Bitumen Sprayer
10.00 Sqm Rate for prime coat /10 sqm.
1.00 Sqm Rate for prime coat / sqm.=H/10 167.10 10 sqm

83
Sl.
QTY UNIT DESCRIPTION RATE PER
No
11 Advance Patch work 13.20mm Providing Advancve Patch
work using 50mm consolidated Thickness by using 1 m3
of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3
of Metal For Pre Mixing For existing surface advance
Patch work including cost and conveyance of materials to
the work site and stacking them to the departmental
metric guage for the premeasurement, heating the
bitumen in bitumen boiler, heating the aggregates and
mixing them with bitumen in mini hot mix plant for
premix carpet only rolling by 60-70KN power roller for
premix carpet and seal coat seperately including labour
charges for spreading the mix for premix carpet
application of bitumen for seal coat over premix carpet,
including labour charges for spreading seal coat
seperately over premix carpet etc. including higher
charges and fuel charges for , bitumen boiler and all
other tools and plant employed etc. complete as per of
MoRTH Rev - V Specifications

Sub Data - 1 - labour Charges

0.18 Cum Picking the Road surface 2" to 3" deep - Mazdoor II Class 597.00 Each

0.14 cum Removing the picked up stuff - Mazdoor II class 597.00 Each

L.S Cleaning the surface L.S

L.S Heating the Bitumen for Tack coat L.S
L.S Heating the Chips with Bitumen in the drum mixer L.S

L.S Levelling and tamping the premix in the patches and pot L.S

L.S Special tools such as wire brush L.S

L.S Regulation of Traffic L.S
L.S Barricading arrangements L.S
Labour for laying 0.625 cum of Bituminous material
Rate for 1.00 Cum
Main Data
1.00 cum Cost of 13.20mm metal 1510.20 Cum
44.00 Kg Bitumen cost 80 /100 for premixing 46041.32 Mt
1.00 cum Labour charges 410.01 Cum
Sundries
Total for 1 Cum

84
Sl.
QTY UNIT DESCRIPTION RATE PER
No
### Providing and laying tack coat of 2kgs/10 sqm over
the BT surface treated with binder using 2 kgs of
bituminous Emulsion (RS) for 10square meter area
including cost of bituminous binder, including labour
charges for applying the required quantity of bituminous
binder as tack coat manually etc., complete as per 503 of
MORTH Specifications

Labour charges for 500 square meter :

i) For preparing the surface
5.00 No. Mazdoor I class 736.00 Each
ii) For applying tack coat:
5.00 No. Mazdoor II class 597.00 Each
Total Labour charges for 500 Sqm.
10.00 Sqm Labour charges for 10 sqm.= (F x 10)/500 6665.00 500 Sqm
Rate of tack coat per sqm.
2.00 Kg Cost of bitumuous Emulsion - Rapid Setting 47280.10 MT
10.00 Sqm Labour charges 133.30 10 sqm
L.S Hire charges for Bitumen Sprayer
10.00 Sqm Rate for prime coat /10 sqm.
1.00 Sqm Rate for prime coat / sqm.=H/10 241.28 10 sqm
8 Providing and laying 50 mm compacted thick
dense bituminous macadam using 0.24 cum
of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-
2.36 mm graded metal and 0.23 cum of 2.36 mm &
below metal with 53.20 kgs of 60/70 bitumen for
premixing per 10 sqm including cost and conveyance of
all materials to C M P site, heating the bitumen and
agregates to required temperature and mixing them in
required temperature in central hot mix plant 20- 30
tonnes capacity conveying the mix by tipper trucks to
paver site,spreading the mix in required temperature for
uniform thickness of 50mm with mechanical paver to the
specified grades and cross sections and compaction by
Vibratory roller to the required density etc.,including
labour charges for loading bitumen in to bitumen tank
and metal to feeder unit,labour for attending to paver
site etc., including hire charges and fuel charges for 20-
30t C M P with bitumen boiler,tipper trucks, paver
finisher, vibratory rollers and all other tools and plants
required,including all other incidental charges
etc.,complete using C M P clause 505 of MORTH Rev-5
specifications.

Hirecharges for machinery

1 Central hot Mix Plant

85
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 Hr. Hire charges excluding fuel per hour 11604.00 per day
30.00 Litre Fuel charges 60.12 Litre
25.00 Litre Furnace oil for heating the bitumen 46.12 Litre
170.00 Litre Furnace oil for heating the aggregate 46.12 Litre
Total of Hire Charges including fuel charges
135.00 sqm Out turn/hr (135 sqm of 50 mm thick.)
Hire charges of C M P per 10 square metre
10.00 sqm 12247.50 per 135 sqm

2 Vibratory Roller
1.00 hr Hire charges excluding fuel charges per hour 6531.00 per day
2.50 Litre Fuel charges per Hour 60.12 Litre
320.00 sqm Out turn of road roller for 300 sqm of 50 mm thick.
Hire charges for power roller per 10 M2 per Day of
10.00 sqm 966.68
320 sqm
3 Paver Finisher

1.00 Hrs Hire charges excluding fuel charges per hour 2940.00 per day
6.00 Liters Fuel charges per Hour 60.12 liter
Total hire charges including fuel per hour
1.00 Hrs Hourly out turn of Paver Finisher 135.00 sqm

10.00 sqm Hire charges for bitumen boiler per 10 sqm. 53.94 sqm

4 Tipper Trucks:
1.00 Hrs Hire charges excluding fuel charges per hour 1307.00 per day
3.25 Liters Fuel charges per Hour 60.12 liter
Total hire charges including fuel per hour
1.00 Hrs Hourly out turn of Tipper Trucks 135.00 sqm
Number of tippers required per C M P unit / per day 6 Trucks
10.00 sqm Hire charges for Tipper Truckers per 10 sqm. 15.95 sqm
10.00 sqm Total hire charges for machinery per 10 sqm. 1150.82 10 sqm
Labour charges for 1200 sqm :
For loading in to C M P
33.00 No. Mazdoor I class 736.00 Each
25.00 No. Mazdoor II class 597.00 Each
For attending to paver finisher
10.00 No. Mazdoor I class 736.00 Each
Total labour charges for 1200 sqm.
10.00 sqm Total labour charges for 10 sqm. 388.11 10 sqm
Sub Data for 26.50 - 13.20mm metals
0.16 cum Cost of 26.50mm metal 1144.20 cum

86
Sl.
QTY UNIT DESCRIPTION RATE PER
No
0.37 cum Cost of 25.00mm & 22.40mm metal 1382.70 cum
0.47 cum Cost of 13.20mm metal 1510.20 cum
Total
Sub Data for 13.20 - 2.36mm metals
0.55 cum cost of 11.20, 6.70, 6.00, 5.60 & 4.75mm metals 838.96 cum
0.45 cum Cost of 2.36mm metal 723.50 cum
Total

Rate per cum of 50 mm compacted thick Dense

Bituminous Macadam ( Job Mix Formula)

0.24 cum Cost of 26.5-13.2 mm graded metal 1404.47 cum

0.25 cum Cost of 13.2-2.36 mm graded metal 787.00 cum
0.23 cum Cost of 2.36 mm & below 723.50 MT
53.20 kg Cost of bitumen (4% of total weight of mix) 60/70 46541.32 MT
10.00 Sqm Hire charges for machinery .H 1150.82 10 sq.m
10.00 Sqm Labour charges . L 388.11 10 sq.m
10.00 Sqm Rate per 10 Sqm. 4715.16 10 sq.m
1.00 Sqm Total rate per Sqm. 4715.16 10 sq.m
1.00 cum Total rate per cum of 50 mm thick.( W / 0.050 )
97 Providing and laying 75mm consolidated thick Dense
Bituminous macadam using 0.40cum of 37.50-
13.20mm,0.35cum of 13.20-2.36mm and 0.36cum of
2.36mm & below size IRC metal with 71.30kgs of
VG30/VG40 bitumen for premixing per 10sqm including
cost and conveyance of all materials to CMP site, heating
the bitumen and aggregate to the required temperature
and mixing the minimum required temperature in central
hot mix plant 20-30 ton capacity, conveying the mix by
tipper trucks to paver site, spreading the mix to uniform
thickness of 75mm with mechanical paver to the
specified grades and cross sections and consolidated by
8-10 tonne Vibratory / Pneumatic Roller to the required
density etc., including labour for attending to paver to
site etc., including hire charges and fuel charges for 20-
30t CMP with bitumen boiler, tipper trucks, Paver Finisher
/ 9m paver finisher, Vibratory / Pneumatic roller and all
other tools and plant required, including fuel and all
other incidental charges etc., complete as per
specification using CMP as per clause 505 of MORTH
Rev-5 specifications.

Hirecharges for machinery

Central hot Mix Plant
1.000 Hr. Hire charges excluding fuel per hour 11604.00 per 8 hours
30.000 Litre Fuel charges 60.12 Litre

87
Sl.
QTY UNIT DESCRIPTION RATE PER
No
25.000 Litre Furnace oil for heating the bitumen 46.12 Litre
170.000 Litre Furnace oil for heating the aggregate 46.12 Litre
Total of Hire Charges including fuel charges
90.000 sqm Out turn/hr (90 sqm of 75 mm thick.)

10.000 sqm Hire charges of C M P per 10 square metre 12247.50 per 135 sqm

Vibratory Roller
1.000 Day Hire charges excluding fuel charges per day 6531.00 Day
20.000 Litre Fuel charges 60.12 Litre
220.000 sqm Out turn of road roller for 220 sqm of 75 mm thick.

per Day of
10.000 sqm Hire charges for power roller per 10 Sqm 966.68
220 sqm

Paver Finisher
1.00 Day Hire charges excluding fuel charges per day 2940.00 Per Day
48.00 Liters Fuel charges per day 60.12 liter
Total hire charges including fuel per day
8.00 Hrs Total hire charges including fuel per Hour
1.00 Hrs Hourly out turn of Paver Finisher 90 Sqm
10.00 sqm Hire charges for bitumen boiler per 10 sqm.
Tipper Trucks:
1.00 Day Hire charges excluding fuel charges per day 1307.00 per Day
26.00 Liters Fuel charges per day 60.12 liter
Total hire charges including fuel per day
1.00 Hrs Total hire charges including fuel per Hour 358.77 per Day
1.00 Hrs Hourly out turn of Tipper Trucks 90 sqm
Number of tippers required per C M Punit 6 Trucks
10.00 sqm Hire charges for Tipper Truckers per 10 sqm. 239.18 sqm
10.00 sqm Total hire charges for machinery per 10 sqm. 1724.86 10 sqm
Labour charges for 1000 sqm :
For loading in to C M P
33.00 No. Mazdoor I class 736.00 Each
25.00 No. Mazdoor II class 597.00 Each
For attending to paver finisher
10.00 No. Mazdoor I class 736.00 Each
Total labour charges for 1000 sqm.

88
Sl.
QTY UNIT DESCRIPTION RATE PER
No
10.00 sqm Total labour charges for 10 sqm. 465.73 10 sqm
Sub Data for 37.50 - 13.20mm metals
0.14 cum Cost of 37.50mm metal 1207.20 cum
0.49 cum Cost of 26.50mm metal 1144.20 cum
0.37 cum Cost of 25mm, 22.40mm & 13.20mm metal 1425.20 cum
Total
Sub Data for 13.20 - 2.36mm metals
0.37 cum Cost of 11.20, 6.70, 6.00, 5.60 & 4.75mm metal 838.96 cum
0.63 cum Cost of 2.36mm metal 723.50 cum
Total

Rate per cum of 75 mm compacted thick

Bituminous Macadam

0.40 cum Cost of 37.5-13.2 mm graded metal 1256.99 cum

0.35 cum Cost of 13.2-2.36 mm graded metal 766.22 cum
0.36 cum Cost of 2.36 mm & below 723.50 MT
71.30 kg Cost of bitumen (4% of total weight of mix) 46541.32 MT
10.00 Sqm Hire charges for machinery .H 1724.86 10 sq.m
10.00 Sqm Labour charges . L 465.73 10 sq.m
10.00 Sqm Rate per 10 Sqm. 10 sq.m
1.00 cum Total rate per cum of 75 mm thick.( W / 0.75 )

89
Sl.
QTY UNIT DESCRIPTION RATE PER
No
98 Providing and laying Bituminous concrete to
40mm thick using 0.13 cum of 19.00-9.50 mm
graded metal and 0.17 cum of 9.50-2.36 mm graded
metal and 0.26 cum of 2.36 mm & below metal with
45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste
(Total-50.30 kg) and for premixing per 10 sqm including
cost and conveyance of all materials to C M P site,
heating the bitumen and agregates to required
temperature and mixing them in required temperature in
central hot mix plant 20- 30 tonnes capacity conveying
the mix by tipper trucks to paver site, spreading the mix
in required temperature for uniform thickness of 40mm /
30mm with mechanical paver to the specified grades and
cross sections and compaction by Vibratory roller to the
required density etc., including labour charges for
loading bitumen in to bitumen tank and metal to feeder
unit,labour for attending to paver site etc., including hire
charges and fuel charges for 20-30t C M P with bitumen
boiler,tipper trucks, paver finisher, Vibratory rollers and
all other tools and plants required,including all other
incidental charges etc.,complete using C M P clause 507
of MORTH Rev-5 specifications.

Hirecharges for machinery

1 Central hot Mix Plant

1.00 Hr. Hire charges excluding fuel per Hour 11604.00 per day
30.00 Litre Fuel charges 60.12 Litre
25.00 Litre Furnace oil for heating the bitumen 46.12 Litre
170.00 Litre Furnace oil for heating the aggregate 46.12 Litre
Total of Hire Charges including fuel charges
170.00 sqm Out turn/hr (170 sqm of 50 mm thick.)
Hire charges of C M P per 10 square metre
10.00 sqm 12247.50 per 170 sqm

2 Vibratory Roller
1.00 Hour Hire charges excluding fuel charges per Hour 6531.00 Per day
2.50 Litre Fuel charges per Hour 60.12 Litre
400.00 sqm Out turn of road roller for 400 sqm of 40 mm thick.

per Day of
10.00 sqm Hire charges for power roller per 10 sqm 966.68
400 sqm

3 Paver Finisher
1.00 Hrs Hire charges excluding fuel charges per Hour 2940.00 Per day
6.00 Liters Fuel charges per Hour 60.12 liter
Total hire charges including fuel per day
1.00 Hrs Hourly out turn of Paver Finisher 170.00 sqm

90
Sl.
QTY UNIT DESCRIPTION RATE PER
No

10.00 sqm Hire charges for bitumen boiler per 10 sqm. 4.284 sqm

4 Tipper Trucks:
1.00 Hrs Hire charges excluding fuel charges per Hour 1307.00 Per day
3.25 Liters Fuel charges per Hour 60.12 liter
Total hire charges including fuel per hour
1.00 Hrs Hourly out turn of Tipper Trucks 170.00 sqm
Number of tippers required per C M P unit 6 Trucks

10.00 sqm Hire charges for Tipper Truckers per 10 sqm. 12.662 sqm

10.00 sqm Total hire charges for machinery per 10 sqm. 914.07 10 sqm

Labour charges for 1200 sqm :

For loading in to C M P
33.00 No. Mazdoor I class 736.00 Each
25.00 No. Mazdoor II class 597.00 Each
For attending to paver finisher
10.00 No. Mazdoor I class 736.00 Each
Total labour charges for 1200 sqm.
10.00 sqm Total labour charges for 10 sqm. ( X x 10 / 1200 ) 388.11 10 sqm
Sub Data for 19.00- 9.50mm metals
0.24 cum Cost of 13.20mm metal 1510.20 cum
0.76 cum Cost of 11.20mm metal 1054.20 cum
Total
Sub Data for 13.20 - 2.36mm metals
0.66 cum Cost of 6.70,6,5.6&4.75 mm metal 785.15 cum
0.34 cum Cost of 2.36mm metal 723.50 cum
Total
For 2.36 mm & below
1.00 cum Cost of 2.36mm IRC 723.50 cum

Rate per Sqm of 40 mm compacted thick

Bituminous Concrete ( Job Mix Formula)

0.13 cum Cost of 19.00-9.50 mm graded metal 1163.64 cum

0.17 cum Cost of 13.2-2.36 mm graded metal 764.19 cum
0.26 cum Cost of 2.36 mm & below 723.50 cum
45.27 kg Cost of bitumen (4% of total weight of mix) 60/70 46541.32 MT
5.03 kg Plastic waste 0.00 kg
10.00 Sqm Hire charges for machinery .H 914.07 10 sq.m
10.00 Sqm Labour charges . L 388.11 10 sq.m
10.00 Sqm Rate per 10 Sqm. 3878.40 10 sq.m

91
Sl.
QTY UNIT DESCRIPTION RATE PER
No
1.00 Sqm Total rate per Sqm. 3878.40 10 sq.m
1.00 cum Total rate per cum of 40mm thick.( W / 0.040 )
73 Internal Water Supply - CP.V.C. Pipes (6Kg/SqCm)
Supplying laying and jointing P.V.C pipes (6Kg/SqCm) of
approved quality and best variety conforming to I.S.S &
with I.S.I mark, of the following sizes including cutting ,
Fixing to PVC specials using Adhesive but excluding cost
of such specials and fixing to wall with necessary teak -
Wood Plugs,PVC Clamps and screws,making holes on the
wall or drilling holes in roof and making good the
dismantled portions to original condition with necessary
brick work and plastering wherever necessary with
necessary scaffolding charges.

Sub Data - 1 - Labour For 10 R.M

0.30 Nos Stone Cutter I Class 766.00 Each
0.45 Nos Plumber I Class 856.00 Each
0.10 Nos Plumber II Class 839.00 Each
0.40 Nos Mazdoor I Class 651.00 Each
0.30 Nos Mazdoor II Class 534.00 Each
Labour For 10 R.M
Labour for 1 R.M
Sundries for 1 R.M
8.33 gram PVC .Adhesive 84.80 Kg
1.60 Nos PVC. Clamps, Plugs,and screws 8.50 Each
TOTAL
Size of pipe 15mm dia 20mm dia
Cost of CPVC.Pipe per R.M 77.50 117.60
Labour Charges 111.95 111.95
Sundries 14.31 14.31
0.24 0.14
TOTAL 204.00 244.00
Labour Charges for 32mm dia
0.45 Nos Stone Cutter I Class 766.00 Each
0.70 Nos Plumber I Class 856.00 Each
0.15 Nos Plumber II Class 839.00 Each
0.60 Nos Mazdoor I Class 651.00 Each
0.45 Nos Mazdoor II Class 534.00 Each
Labour for 10 R.M

92
Sl.
QTY UNIT DESCRIPTION RATE PER
No
Labour for 1 R.M
Sundries for 1 R.M
10.00 gram PVC .Adhesive 84.80 gram
1.00 Nos PVC. Clamps, Plugs,and screws 8.50 Each
TOTAL
size of pipe 32mm dia
Cost of PVC.Pipe per R.M 273.90
Labour Charges 170.06
Sundries 9.35
0.19
TOTAL 453.50
41 Supplying and fixing in position indian make bewelled
edge mirror of approved quality and brand of size 600 X
450mm wth necessary plastic back, PVC frame with
bottom stand of approved colour with brass screws,rawal
plugs etc., complete complying with standard
specifications.

1.00 Nos Cost of Mirror 494.70 Each

0.33 Nos Carpenter II Class 932.00 Each
0.33 Nos Mazdoor I Class 651.00 Each
3.00 Nos Rawal Plugs 9.50 Each
3.00 Nos Brass Screws (30 X 6mm) 2.41 Each

TOTAL

93
AMOUNT

4348.80
1431.20
116.00
5896.00

2899.20
1431.20
116.00
4446.40

2174.40
1431.20
116.00
3721.60

1739.52
1431.20
116.00
3286.72

1449.60
1431.20
116.00
2996.80

5798.40
1431.20
116.00
7345.60

1087.20
1431.20
116.00

94
AMOUNT

2634.40

4348.80
1436.20
116.00
5901.00

2899.20
1436.20
116.00
4451.40

2174.40
1436.20
116.00
3726.60

1739.52
1436.20
116.00
3291.72

93.45
93.45
0.00
186.90

186.90
10.55
0.04

95
AMOUNT

197.49

93.45
93.45

93.45
46.72
0.82
140.99

1431.20
34.20
0.04
1465.44

224.75
34.20
0.00
258.95

112.05
44.25
58.25
38.95
0.00
253.50

96
AMOUNT

10467.00
16747.20
1677.60
11522.70
7529.40
0.27
47944.17
4794.42

14239.80
20008.80
1677.60
11522.70
7529.40
0.37
54978.67
5497.87

14239.80
26532.00
1677.60
11522.70
7529.40
0.17
61501.67

97
AMOUNT

6150.17

14239.80
33055.20
1677.60
11522.70
7529.40
0.25
68024.95
6802.50

14239.80
11854.80
1677.60
11522.70
7529.40
0.37
46824.67
4682.47

14239.80
13485.60
1677.60
11522.70
7529.40
0.07

98
AMOUNT

48455.17
4845.52

713.38
212.00
24.62
950.00

18050.00
18050.00
451.25

1860.00

2482.20
4342.20
868.44

451.25

868.44

11.00

99
AMOUNT

3708.80
3515.40
856.00
10.00

9.11

9430.00
943.00
943.00

1131.60

1414.50

2263.20

496.44
292.80
195.30
984.54
98.45
844.55
844.55
929.01
309.67 310.00
619.34 619.50
628.67 629.00

100
AMOUNT

7911.00
4264.26
6855.45
19630.00
842.40
3262.00
13801.20
18850.20
942.00
35.34
76393.85
7639.38
7639.38
7759.23
7995.33
8231.43

101
AMOUNT

7911.00
4264.26
6855.45
21140.00
1209.60
3262.00
13801.20
18850.20
942.00
33.14
78268.85
7826.88
7826.88
7946.73
8182.83

102
AMOUNT

7911.00
4264.26
6855.45
24160.00
1728.00
3262.00
13801.20
18850.20
942.00
34.76
81808.87
8180.89
8180.89
8300.74
8536.84

58000.00

103
AMOUNT

563.50
30310.00
88873.50
8887.35

521.72
42.70
1098.90
325.50
587.40
0.47
2576.69
257.67

8573.50
2327.00
999.00
2796.00
1302.00
3204.00
0.11
19201.61
6785.02

6785.02
6863.92
7023.12
7182.32

104
AMOUNT

8573.50
3148.05
999.00
2796.00
1302.00
3204.00
0.00
20022.55
7075.11
7075.11
7154.01
7313.21
7472.41

7726.33
999.00
0.04
8725.37
872.54

7898.26
999.00
0.10
8897.36
889.74

8070.20

105
AMOUNT

999.00
0.17
9069.37
906.94

445.14
1098.90
716.10
587.40
0.31
2847.85
284.78

460.84
1098.90
325.50
587.40
0.05
2472.69
247.27

819.85
2197.80
325.50
1708.80
0.43
5052.38
505.24

106
AMOUNT

2472.69
166.38
434.88
87.58
1598.40
325.50
587.40
0.39
5673.22
567.32

979.31
2197.80
325.50
1708.80
0.47
5211.88
521.19

623.20
1098.90
325.50
587.40
0.20
2635.20
263.52

107
AMOUNT

10060.80
4965.00
1798.20
11522.70
7529.40
0.32
35876.42
3587.64

178.06
2050.40
325.50
587.40
-0.01
3141.35
314.13

2839.00
533.57
3141.35
49.19

108
AMOUNT

1098.90
1957.20
1432.20
587.40
0.06
11638.86
1163.89

70.15
32.00
102.15

53.00
51.15
104.15

2255.00
2255.00

1241.00

109
AMOUNT

1241.00

2171.00
2171.00

110
AMOUNT

7482.00
7482.00

3325.00
3325.00

111
AMOUNT

8106.00
8106.00

8313.00
8313.00

112
AMOUNT

530.00
530.00

5946.00
5946.00

3996.00
3996.00

113
AMOUNT

8615.00
8615.00

5536.00
5536.00

5775.00

114
AMOUNT

934.79
2997.00
1165.00
3255.00
2136.00
845.90
228.60
23.80
5.20
0.00
17366.29
1736.63

6530.00
934.79
109.00
1098.90
2516.40
1757.70
1869.00
0.00
14815.79
1481.58

5250.00
934.79
109.00

115
AMOUNT

1098.90
2516.40
1757.70
1869.00
0.00
13535.79
1353.58

9820.00
934.79
81.75
1198.80
932.00
383.00
651.00
534.00
5.20
0.25
14540.79
1454.08

5488.00
934.79
81.75
1198.80

116
AMOUNT

932.00
383.00
651.00
534.00
5.20
0.25
10208.79
1020.88

5051.20
590.10
90.40
1098.90
3821.20
1757.70
1762.20
0.15
14171.85
1417.19

4804.80
590.10
109.00
1098.90
3821.20
1757.70
1762.20
0.45

117
AMOUNT

13944.35
1394.44

11629.80
26532.00
1677.60
11522.70
7529.40
0.17
58891.67
5889.17

147.23

4.20

151.43

5520.00
281.43

118
AMOUNT

1198.80
932.00
976.50
534.00
200.00
0.26
9642.99
964.30

0.00
93.81
1198.80
932.00
976.50
534.00
200.00
0.87
3935.98
393.60

0.00
233.00
162.75
267.00
0.00

119
AMOUNT

0.25
663.00
66.30
0.00
603.60
885.60
797.00
1258.50
766.00
200.00
0.87
4511.57
451.16

4590.00
281.43
1198.80
932.00
976.50
534.00
200.00
0.26
8712.99
871.30

120
AMOUNT

14620.00
934.79
1098.90
2516.40
1757.70
1762.20
383.00
5.20
84.56
109.00
0.04
23271.79
2327.18

7490.00
590.10
109.00
1098.90
3821.20
1757.70
1762.20
0.25
16629.35
1662.94

121
AMOUNT

44.51
1491.20
325.50
587.40
2448.61
244.86

4284.00
934.79
2448.61
1098.90
1957.20
1432.20
587.40
0.27
12743.38
1274.34

94.36
1491.20
325.50
1441.80

2.14

3355.00
33.55

122
AMOUNT

52.50
161.02
398.50
325.50
427.20
5.28
1370.00
137.00

413.84
144.55
1753.40

3.21

2315.00
231.50

425.32
148.27
1753.40

3.01

2330.00
233.00

123
AMOUNT

505.27
876.70
3.03
1385.00
138.50

212.40
557.90

609.19
956.40
4.10
2340.00
234.00

712.22
1498.50
325.50
1014.60
4790.00
0.54
8341.36
834.14

124
AMOUNT

1539.90
60.88
304.92
223.80
5208.00
7337.50

7337.50
8994.00
1302.00
1.50
17635.00
587.85

479.00
6.00
485.00

125
AMOUNT

4774.00
180.00
1968.80
1073.60
2083.20
149.50
0.90
10230.00
1023.00

7128.00
180.00
1968.80
1073.60
2083.20
149.50

126
AMOUNT

0.40
12583.50
1258.35

5300.00

53.00

969.10
1797.60
2083.20

2.10

10205.00
1020.50

240.10
95.83
9.17
105.00
21.00

127
AMOUNT

44.51
1491.20
325.50
587.40
4.47
2453.08
245.40

244.89
21.00
88.34
25.58
379.81
1055.05

857.50
48.44
342.25
1248.19
249.64

84.03
249.64
0.74
334.41

128
AMOUNT

928.92
930.00

4392.00
12302.40
5728.80
125.80
22549.00
22549.00

11629.80
33055.20
1677.60
11522.70
7529.40
0.47
65415.17
6541.52

72.03
47.35
5.62

129
AMOUNT

125.00
25.00

73.59
25.00

4.80

103.39
229.80

140.63
92.45
1.92
235.00
47.00

153.06
47.00

1.73

201.79
448.45

130
AMOUNT

212.66
139.80
2.54
355.00
71.00

229.58
71.00

1.59

302.17
671.50

21.60
18.53
7.00
47.13

131
AMOUNT

13.84
2.88

182.08
557.90
2.43
742.41
74.24

2497.89
371.00
733.52
213.81
1008.00
705.60
257.60
235.30
7.28
6030.00
4187.50

132
AMOUNT

182.08
557.90
4.73
744.71
74.47

3052.80
371.00
1298.50
379.80
1008.00
705.60
257.60
235.30
1.40
7310.00
2901.00

133
AMOUNT

5493.60
257.40
5751.00
575.10

57.51

57.51
34.88
6476.00
2569.84

609.30
83.40
104.10
17.00
4.32
866.00
1.88
1686.00
562.00

134
AMOUNT

1672.00

866.00
83.90
499.50
651.00
73.20
14.46
1.85
0.90
0.19
3863.00

135
AMOUNT

496.50
1431.20
280.60
2208.30

6697.50
8391.54
1677.60
11522.70
7529.40
0.30
35819.04
3581.90

1201.00
644.04
394.01
866.00
999.00
209.75
651.00
22.60
36.24
5.24
0.11
5028.99

136
AMOUNT

5073.00

940.00

433.00
499.50
325.50
24.40
1.85

137
AMOUNT

1.80

21.00

0.45
2247.50

229.80
385.20
83.90
260.40
160.20
1119.50
111.95

0.30
13.60
13.90
25mm dia
43.25
111.95
13.90
0.40
169.50

344.70
606.20
125.85
390.60

138
AMOUNT

240.30
1707.65
170.76

0.36
8.50
8.86

269.00

129.90
97.65
6.48
9.24
0.23
512.50

196.20
93.20
53.40
2.16
4.82
0.22
350.00

139
AMOUNT

178.00
173.20
153.20
186.40

17.91

8.90
0.03
717.64

229.80
649.50
83.90
390.60
1353.80
135.38

1.54
12.20
0.90
14.64
25mm dia
128.00

140
AMOUNT

135.38
14.64
0.48
278.50

344.70
995.90
125.85
585.90
240.30
2292.65
229.27

1.85
12.20
1.80
15.85

216.50
162.75
1.85
1.08
382.18

141
 AMOUNT

285.78
214.83
3.32
2.52
506.45
32mm
760.00
506.45
0.05
1266.50

86.60
65.10
1.85
0.90
154.45

25mm dia
58.10
11.20
28.05
0.15
97.50

142
 AMOUNT

25mm dia
81.40
11.20
28.05
0.35
121.00

25mm dia
28.60
11.20
28.05
0.15
68.00

25mm dia
52.00
11.20
28.05
0.25
91.50

143
AMOUNT

32X25mm
52.00
13.55
37.85
28.05
0.05
131.50

32X25mm
98.60
13.55
11.20
37.85
28.05
0.25
189.50

144
AMOUNT

173.20
130.20
1.85
0.90
306.15
25MM
98.60
306.15
0.25
405.00

519.60
390.60
419.50
1329.70
332.43

7.20
65.80
332.43

145
AMOUNT

7.20
0.07
405.50
159.90
332.43
7.20
0.47
500.00
131.90
332.43
7.20
0.47
472.00
187.80
332.43
7.20
0.07
527.50
75.00
332.43
7.20
0.37
415.00
118.00
332.43
7.20
0.37
458.00
83.40
332.43
7.20
0.47
423.50
139.10
332.43

146
AMOUNT

7.20
0.27
478.99

866.00
651.00
335.60
24.16
13.10
944.93

195.20
944.93
0.37
1140.50

146.00
944.93
0.07
1091.00

346.40

147
AMOUNT

184.50
488.25
24.40
7.20
1050.75
175.10

914.70
259.80
195.30
0.20
1370.00
456.67

999.00
651.00
1650.00
550.00

1864.00
17.81
550.00
0.43
2432.24

148
AMOUNT

58.25
44.25
0.00
102.50

5968.60
2254.00
6900.60
3791.40
0.36
18914.96
1891.50

400.63
1491.20
325.50
587.40
0.04
2804.77
280.48

5426.00
741.60
11174.85
7092.90

149
AMOUNT

9879.20
9179.10
7529.40
0.45
51023.50
5102.35

70.95
44.25
115.20

2944.00
2944.00
294.40

985.00
1202.40
23.03

2395.00
1563.12
3958.12

39.58

62.61

150
AMOUNT

189.85
62.61
294.40
0.02
546.88

905.20
1185.20
1185.20
1207.20
1144.20
1144.20
1621.20
8392.40
1198.91

1621.20
1510.20
1054.20
805.70
805.70
805.70
723.50
280.95
7607.15
950.89

1452.00

151
AMOUNT

4809.60
6261.60
782.70
1307.00
1563.12
2870.12
358.77
2395.00
1503.00
3898.00
487.25
6531.00
1442.88
7973.88
996.74
2019.00

1004.63

4305.18
1461.75
12114.00
5980.41
23861.34
79.54

363.84
1472.00
5970.00
7805.84
26.02

230191.54
72267.93
83347.20

152
AMOUNT

2700.00
23861.34
7805.84
0.37
420174.22
1400.60

1452.00
4809.60
6261.60
782.70
1307.00
1563.12
2870.12
358.77
1028.00
1503.00
2531.00
316.38
6531.00
1442.88
7973.88
996.74
2019.00

1004.63

4696.20
6027.75
8610.36
7593.00

153
AMOUNT

8076.00
5980.41
40983.72
409.84

379.00
6351.68
1194.00
7924.68
79.25

1185.20
1207.20
1144.20
1144.20
1621.20
6302.00
1260.40

1621.20
1510.20
1054.20
805.70
805.70
805.70
723.50
7326.20
1046.60

499.12
552.60
286.51
409.84
79.25
9.00
0.69

154
AMOUNT

1837.00

7360.00
9552.00

2388.00
19300.00
386.00

351.58
386.00
13.17
750.75
75.07

1791.00
1791.00
35.82

118.20
35.82
13.08
167.10
16.71

155
AMOUNT

107.46

80.60

14.55
13.54
16.00

15.81

3.10
2.90
2.30 2.656
256.26 656
410.01

1510.20
2025.82
410.01
0.24
3946.27

156
AMOUNT

3680.00

2985.00
6665.00
133.30

94.56
133.30
13.42
241.28
24.13

157
AMOUNT

1450.50
1803.60
1153.00
7840.40
12247.50

907.22

816.38
150.30

30.21

367.50
360.72
728.22

53.94

163.38
195.39
358.77

159.45
1150.82

24288.00
14925.00

7360.00
46573.00
388.11

183.07

158
AMOUNT

511.60
709.79
1404.47

461.43
325.58
787.00

337.07
196.75
166.41
2476.00
1150.82
388.11
4715.16
471.50
9430.00

1450.50
1803.60

159
AMOUNT

1153.00
7840.40
12247.50

1360.83

6531.00
1202.40

43.94

2940.00
2885.76
5825.76
728.22

80.91

1307.00
1563.12
2870.12
358.77

239.18
1724.86

24288.00
14925.00

7360.00
46573.00

160
AMOUNT

465.73

169.01
560.66
527.32
1256.99

310.42
455.81
766.22

502.80
268.18
260.46
3318.40
1724.86
465.73
6540.42
8720.60

161
AMOUNT

1450.50
1803.60
1153.00
7840.40
12247.50

720.44

816.38
150.30

24.17

367.50
360.72
728.22

162
AMOUNT

42.84

163.38
195.39
358.77

126.62

914.07

24288.00
14925.00

7360.00
46573.00
388.11

362.45
801.19
1163.64

518.20
245.99
764.19

723.50

151.27
129.91
188.11
2106.93
0.00
914.07
388.11
3878.40

163
AMOUNT

387.80
9695.00

229.80
385.20
83.90
260.40
160.20
1119.50
111.95

0.71
13.60
14.31
25mm dia
183.40
111.95
14.31
0.34
310.00

344.70
599.20
125.85
390.60
240.30
1700.65

164
AMOUNT

170.06

0.85
8.50
9.35

494.70
307.56
214.83
28.50
7.23
0.18
1053.00

165
 Construction of 1.00 lakh litres capacity Service Reservoir -16 m staging height
ABSTRACT CUM DETAILED ESTIMATE
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

m m m
1 Earth work excavation and
depositing on bank within an
initial lead of 10 m and following
lift and classification of soils.

For 1st depth of 0 m to 2 m

a) In hard stiff clay, stiff black
cotton, hard red earth, shales,
murrams, gravel, stoneyearth and
earth mixed with small sized
boulders.
Outer columns 1x 6 x 1 2.70 2.70 2.00 87.48 m3
Center column 1x 1 x 1 2.80 2.80 2.00 15.68 m3
103.16 m3 186.90 m3 19281
G.L. brace
Circumferential braces 1x 6 x 1 0.975 0.55 0.6 1.93 m3
Cross braces 1x 3 x 1 0.5 0.55 0.6 0.50 m3
Net quantity 2.43 m3 293.15 m3 712
In soft disintegrated
rock,laterite, kankar not
requiring blasting
For 2nd depth of 2 m to 3 m
2 In SDR not requiring blasting
a Outer columns 1x 6 x 1 2.70 2.70 0.15 6.56 m3
Center column 1x 1 x 1 2.80 2.80 0.25 1.96 m3
Total 8.52 m3 166.90 m3 1422

3 Plain cement concrete 1:4:8 using

40 mm hard broken granite metal
for levelling course including cost
of placikng, ramming,
consolidating, curing etc.
complete for footings.(1.5m to
4.5m below GL)

i Outer columns 1x 6 x 1 2.70 2.70 0.15 6.56 m3

ii Center column 1x 1 x 1 2.80 2.80 0.15 1.18 m3
7.74 m3 4906.22 m3 37959
4 R.C.C. M 30 design mix for the
following items excluding the
cost of reinforcement and
centeringkl charges but including
the cost of mixing, placing in
position, consolidating, vibrating
of concrete, curing etc. complete
complying with standard
specifications and as directed by
Dept. officers.
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

Beyond 1.5 m below GL

a) Outer column footing - Square 1x 6 x 1 2.40 2.40 0.20 6.912 m3

-
Truncated portion 1x 6 x 1 0.3 [2.4 2 + 0.452
3
+ 2.40 x 0.45 ] 4.225 m3

Center column footing - square 1x 1 x 1 2.50 2.50 0.20 1.25 m3

Truncated portion 1 x 1 x 1 0.4 [ 2.5 + 0.5
2 2

3
+ 2.5 x 0.5 ] 1.033 m3
Total 13.42 m3 8298.79 m3 111377
Upto 1.5 m below G.L.
b) Outer column 1x 6 x 1 0.35 0.35 1.50 1.10 m3
Center column 1x 1 x 1 π/4 0.4 2
1.50 0.19 m3
G.L. Brace
Outer circumferential brace 1x 6 x 1 3.37 0.25 0.40 2.02 m3
Radial braces 1x 3 x 1 3.37 0.25 0.40 1.01 m3
4.32 m3 8180.89 m3 35373
Upto 4.50 m ht. Above G.L.
c) Outer column 1x 6 x 1 0.35 0.35 4.50 3.31 m3
Center column 1x 1 x 1 π/4 0.4 2 4.50 0.57 m3
II set of brace
Outer circumferential brace 1x 6 x 1 3.37 0.25 0.40 2.02 m3
Radial braces 1x 3 x 1 3.37 0.25 0.40 1.01 m3
6.91 m3 8300.74 m3 57322
From 4.50 m to 7.32 m ht. From
G.L.
d) Outer column 1x 6 x 1 0.35 0.35 2.82 2.07 m3
Center column 1x 1 x 1 π/4 0.4 2
2.82 0.35 m3
2.43 m3 8536.84 m3 20718
From 7.32 m to 10.98 m ht. From
G.L.
e) Outer column 1x 6 x 1 0.35 0.35 3.66 2.69 m3
Center column 1x 1 x 1 π/4 0.4 2 3.66 0.46 m3
III set of brace
Outer circumferential brace 1x 6 x 1 3.37 0.25 0.40 2.02 m3
Radial braces 1x 3 x 1 3.37 0.25 0.40 1.01 m3
6.18 m3 8772.94 m3 54241
From 10.98 m to 14.64 m ht. From
G.L.
f) Outer column 1x 6 x 1 0.35 0.35 3.66 2.69 m3
Center column 1x 1 x 1 π/4 0.4 2
3.66 0.46 m3
IV set of brace
Outer circumferential brace 1x 6 x 1 3.37 0.25 0.40 2.02 m3
Radial braces 1x 3 x 1 3.37 0.25 0.40 1.01 m3
6.18 m3 9009.04 m3 55701
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

From 14.64 m to 18.30m
g) Outer column 14.64-15.35 m 1x 6 x 1 0.35 0.35 0.71 0.52 m3
Center column 1x 1 x 1 π/4 0.4 2
0.66 0.05 m3
Floor Beam circumferential 1x 1 x π 7.35 0.35 0.27 2.18 m3
Column head 1x 1 x π/4 1.3 2+
0.4 2
0.4/2 0.29 m3
column drop 1x 1x 1 1.6 1.6 0.15 0.38 m3
Floor slab 1x 1x 1 π/4 7.7 2
0.23 10.70 m3
Sidewall 1x 1x 1 πx7.35 0.15 2.45 8.48 m3
Haunch 1x 1x 1 πx7.15 0.15 0.15/2 0.25 m3
Column inside the tank 1x 1x 1 π/4 0.2 2
2.45 0.08 m3
22.37 m3 9245.14 m3 206825
From 18.3 m to 21.96m
h) Sidewall 1x 1x 1 πx7.35 0.15 0.5 1.73 m3
Column inside the tank 1x 1x 1 π/4 0.2 2 0.1 0.003 m3
Column Head 1x 1 x π/4 1.3 2+
0.2 2
0.55/2 0.37 m3
Roof slab 1x 1x 1 π/4 7.7 2
0.15 6.98 m3
Deduct for Manhole 1x -1 x 2 0.6 0.6 0.15 -0.11 m3
8.98 m3 9481.24 m3 85142
Centering soffits of RCC works
including strutting and shuttering
charges etc., complete for the
following

5 Square Column
Column 0 to 3.3m ht above GL and
A below GL
i) Peripheral column 1x 6 x 4 0.35 4.80 - 40.32 m2

Deduct for column brace junction 1 x 6 x 3 0.25 0.4 - -1.80 m2

38.52 m2 1131.60 m2 43589
Column above 3.3m to 4.3m ht
from GL
ii) Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2

Deduct for column brace junction 1 x 6 x 3 0.25 0.4 - -1.80 m2

6.60 m2 1164.42 m2 7685
column above 4.3 m to 5.3m ht
from GL
iii) Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1197.24 m2 10057
column above 5.3 m to 6.3m ht
from GL
iv) Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1230.06 m2 10333
column above 6.3 m to 7.3m ht
from GL
v Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1262.88 m2 10608
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

Column above 7.3m to 8.3m ht
from GL
vi Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2

Deduct for column brace junction 1 x 6 x 3 0.25 0.4 - -1.80 m2

6.60 m2 1295.70 m2 8552
column above 8.3 m to 9.3m ht
from GL
vii Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1328.52 m2 11160
column above 9.3 m to 10.3m ht
from GL
viii Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1361.34 m2 11435
column above 10.3 m to 11.3m ht
from GL
ix Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1394.16 m2 11711
column above 11.3 m to 12.3m ht
from GL
x Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2

Deduct for column brace junction 1 x 6 x 3 0.25 0.4 - -1.80 m2

6.60 m2 1426.98 m2 9418
column above 12.3 m to 13.3m ht
from GL
xi Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1459.80 m2 12262
column above 13.3 m to 14.3m ht
from GL
xii Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1492.62 m2 12538
column above 14.3 m to 15.3m ht
from GL
xiii Peripheral column 1x 6 x 4 0.35 1.00 - 8.40 m2
8.40 m2 1525.44 m2 12814
column above 15.3 m to 16.3m ht
from GL
xiii Peripheral column 1x 6 x 4 0.35 0.05 - 0.42 m2
0.42 m2 1558.26 m2 654
Plain surface
B Below GL upto 3.3m above GL
i Column footing
Central column 1x 1 x 4 2.50 0.20 - 2.00 m2
Peripheral column 1x 6 x 4 2.4 0.2 - 11.52 m2
Circumferantial brace bottom
and sides 1x 6 x 1 3.37 1.05 - 21.23 m2
cross braces 1x 3 x 1 3.37 1.05 - 10.62
45.37 m2 943.00 m2 42781
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

0 m to 3.3m ht from floor level

ii roof slab bottom 1x 1 x 1 πx7.72/4 - - 46.54 m2
Deduct for column head 1x 1 x π 1.3 /4 2
- -1.13 m2
Deduct for side wall top 1x 1 x π 7.35 0.15 - -3.46
41.95 m2 943.00 m2 39559
3.3 m to 4.3m ht from GL
ii Brace -I set
Circumferantial brace bottom
and sides 1x 6 x 1 3.37 1.05 - 21.23 m2
cross braces 1x 3 x 1 3.37 1.05 - 10.62 m2
31.85 m2 975.82 m2 31076
7.3 m to 8.3m ht from GL
iv Brace -II set
Circumferantial brace bottom
and sides 1x 6 x 1 3.37 1.05 - 21.23 m2
cross braces 1x 3 x 1 3.37 1.05 - 10.62
31.85 m2 1107.10 m2 35257
11.3 m to 12.3m ht from GL
v Brace -III set
Circumferantial brace bottom
and sides 1x 6 x 1 3.37 1.05 - 21.23 m2
cross braces 1x 3 x 1 3.37 1.05 - 10.62
31.85 m2 1238.38 m2 39438
15.3 m to 16.3 m from GL
vi Floor slab bottom 1x 1x π (7.7 +1.8)2 /4 - 70.85 m2
Drop sides 1x 1 x 4 1.6 0.15 - 0.96 m2
deduct for junction of column
with floor slab 1x 1 x 6 0.35 0.35 - -0.73 m2
deduct for column head 1x 1 x π 1.3 /4 2
- - -1.33 m2
69.74 m2 1369.66 95526
C circular Column
Column 0 to 3.3m ht above GL and
i) below GL
central column 1x 1 x π 0.40 4.80 - 6.03 m2
column inside the tank 1x 1 x π 0.20 2.55 - 1.73 m2
column head sides 1x 1 x π/2 (0.2+1.3) 0.55 - 0.65 m2

Deduct for column brace junction 1 x 3 x 1 0.25 0.4 - -0.30 m2

8.10 m2 2263.20 m2 18340

ii Column 3.3 to 4.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2

Deduct for column brace junction 1 x 6 x 1 0.25 0.4 - -0.60 m2

0.66 m2 844.55 m2 554

iii Column 4.3 to 5.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2328.84 m2 2925

iv Column 5.3 to 6.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 844.55 m2 1061

v Column 6.3 to 7.3m ht above GL

Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2394.48 m2 3007
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

vi Column 7.3 to 8.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2

Deduct for column brace junction 1 x 3 x 1 0.25 0.4 - -0.30 m2

0.96 m2 2427.30 m2 2320

vii Column 8.3 to 9.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2460.12 m2 3090

viii Column 9.3 to 10.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2492.94 m2 3131

ix Column 10.3 to 11.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2525.76 m2 3172

x Column 11.3 to 12.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2

Deduct for column brace junction 1 x 6 x 1 0.25 0.4 - -0.60 m2

0.66 m2 2558.58 m2 1678

xi Column 12.3 to 13.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2591.40 m2 3255

xii Column 13.3 to 14.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2624.22 m2 3296

xiii Column 14.3 to 15.3m ht above GL

central column 1x 1 x π 0.40 1.00 - 1.26 m2
1.26 m2 2657.04 m2 3337
Column 15.3 to 16.3m ht above
xiv GL -Curved surface
Column head 1x 1 x π/2(0.4+1.30) 0.57 - 1.52 m2
Floor ring beam Outer sides 1x 1 x π 7.70 0.27 - 6.53 m2
Floor ring beam inner sides 1x 1 x π 7.00 0.27 - 5.93 m2
13.98 m2 2689.86 m2 37615
Curved surface

From 0 to 3.3m from floor level

Floor slab sides 1x 1 x 1 πx7.70 0.23 - 5.56 m2
Sidewalls outer 1x 1 x 1 πx7.5 2.95 - 69.47 m2
Sidewalls inner 1x 1 x 1 πx7.2 2.8 - 63.30 m2
Roof slab sides 1x 1 x 1 πx7.70 0.15 - 5.56 m2
143.90 m2 1266.82 m2 182291
6 Supply, fabrication,placing in
position of steel rods cutting,
tying etc., complete including
cost of reinforcements
As per separate abstract
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

upto 16 134.87 Qtl 8887.35 Qtl 1198656
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

7 Painting two coats to exposed
surface of OHT using cement
paint
Roof slab sides 1x 1 x 1 πx7.7 0.15 - 3.63 m2
Side wall outer face 1x 1 x 1 πx7.5 2.95 - 69.47 m2
Floor slab sides 1x 1x 1 πx7.7 0.23 - 5.56 m2
πx7.72
Floor slab and ring beam bottom 1x 1 x 1 /4 - - 46.54 m2
ring beam sides inner 1x 1 x π 7.00 0.27 - 5.93 m2
ring beam sides outer 1x 1 x π 7.70 0.27 - 6.53 m2
drop sides 1x 1 x 4 1.6 0.15 - 0.88 m2
Columns head 1x 1 x π/2 (0.4+1.30 0.57 - 1.52 m2
periperal column 1x 6 x 4 0.35 15.35 - 8.40 m2
central column 1x 1 x 1 π x 0.4 15.3 - 19.22 m2
Braces peripheral 1x 3 x 6 3.37 1.3 - 78.86 m2
Cross braces 1x 3 x 3 3.37 1.3 - 39.43 m2
Deduct for column floor slab
junction 1x 6 x 1 0.35 0.35 - -0.73 m2
Deduct for brace column junction
circumferential 2x 6 x 3 0.25 0.4 - -3.60 m2
Deduct for brace column junction
radial 2x 6 x 3 0.25 0.4 - 3.60 m2
deduct for column head 1x x 1 1 π 1.3 2 /4 - -1.33 m2
TOTAL 283.91 m2 137.00 m2 38895
8 Supplying and fixing of cutstones
size 0.45x 0.45x0.15m in CM 1:3
below the inlet pipe

1x 1 x 1 1.00 334.44 No 334

9 Providing RCC inside ladder as
per approved design
1x 1 x 1 1.00 Nos 8377.66 No 8378
10 Providing RCC spiral staircase as
per approved design
1x 1 x 1 1.00 No 93310 M 93310
11 Providing RCC hand rail of 1.2 m
height around the top of the roof
slab
Separae estimate No 23500.00 23500
Sl. Description No. L B D Qty. Rate Per Amount

No. Rs. Rs.

12 Supply, delivery and fixing in 2.00 Nos. 2432.24 E 4864.47
position of RCC manhole of size
0.60 m x 0.60 m including locking
arrangement, cost of materials
etc. complete and as directed by
the Depart. officers.

13 Providing ventilating 1x 1x 2 2.00 Nos. 3092.00 E 6184

arrangements over roof slab and
roof dome of S.R.

14 Supply, delivery and fixing in

position of water level indicator
with float of approved pattern
for inner and outer
compartments including cost of
materials etc. and as directed by
the Dept officers.
1.00 No. 5000 E 5000
15 Refilling the sides of the
foundation with excavated soil
E W QTY 114.11 m3
deductPCC QTY -7.74 m3
deductCOLOUMN BELOW GL&GL
BRACE -17.74 m3
88.63 m3 29.30 m3 2597
17 Supply, delivery and fixing of
pipes for OHT connections
including civil works 100MM CI
PIPEfor inlet,outlet,overflow and
80mm CI pipe for scour including
construction of valve pit(vide
separate estimate)
423000.00 423000
18 Providing Rain water harvesting 46051 46051
as per type design (vide separate
sheet)

19 Painting HRCE emblem on the 1 X 1 X 1 2.5 2 - 5.00 m2 2280.20 m2 11401

outer surface of the side wall
Sub Total 3273772

20 Provision for CGST 6% 196426

21 Provision for SGST 6% 196426

22 P.S,Contingencies and unforeseen item @ 2.5% of Sub total 69800

-1 as per PWD Code Para 117 A & 417 (f) &(g) , G.O. Ms.No:
222(Public works(g2) Dept Dt. 8.4.1999& Board meeting
recommendation on 26.06.2018

23 Labour welfare fund @1% on Sub total 1 32738

[G.O.Ms.283/MA&WS(WS4)Dept/Dt.11.11.2010]

24 Provision for conducting load test

of SBC of soil in the S.R. site
25000

Grand Total Rs. 3794162

 RAIN WATER HARVESTING FOR 1.00LL SERVICE RESERVOIR.
Sl.N Rate
Description No. L B D Qty Per Amount
o. Rs. P.
FOR RAIN WATER HARVESTING
1 Parapet Wall Over roof slab for rain water
harvesting arrangement
a Brick Work in CM 1:5 (One cement and Five p 7.2 0.11 0.1 0.25 6785.02 cum 1688
sand)using country bicks of size 8.75" x
4.25" x 2" including for parapet wall alround
roof slab as directed by Dept officers.

b Plastering in CM 1:5 (One cement and five

sand) - 12mm thick alround papapet over
roof slab icluding finishing curing etc.,
omplete and as directed by Dept officers.
Inside alround p 7.2 0.1 2.26
Outside p 7.31 0.1 2.30
Top p 7.2 0.11 2.49
Total 7.05 247.27 sqm 1742
c Plastering in CM 1:3 (One cement and three p/4 7.2 7.2 40.72 521.19 sqm 21220
sand) - 20 mm thick over roof slab of
reservoir with proper gradient of 1/50 for
drain the rain water at the center of roof slab
by cnnecting the rain water harvesting pipes
with over flow pipe as per type design and as
dir

d Painting two coats of approved cement paint p*2 7.2 0.1 2.26

top p 7.2 0.11 2.49

Total 4.75 137.00 sqm 651
e Supply and fixing of pvc gratings of size 1 1 1.00 50.00 no 50
20x20cm for fixing in the roof of the reservoir.

2 RECHARGE/SOAKOIT FOR RAIN WATER

HARVESTING FOR RESERVOIR WITH
FLAT ROOF.
a Earth work excavation and depositing on
bank with initial lead of 10M and initial lift of
2M for Hard Stiff clay, Stiff black cotton,hard
red earth, shales, murram, gravel, stoney
earth and earth mixed with small sized
boulders and hard gravely soil as pe
For recharge pit brick work portion. p/4 2.46 2.46 0.6 2.85
For recharge pit inside brick work portion p 2.00 0.50 1.9 5.97
Total 8.82 84.00 741
b Brick work in CM1:5 (One cement and Five p 2.23 0.23 0.9 1.45 6785.02 cum 9840
sand) using country bricks of size 8.75"
x4.25"x2" including curing etc., complete for
parapet well alround roof slab as directed by
Dept officers.
c Supply,delivery and filling of clean river p/4 2.00 2.00 0.15 0.47 1465.44 cum 691
course sand for the recharge piot as per type
design.
d Supply,delivery and filling of 20 mm size p/4 2.00 2.00 0.60 1.88 786.00 cum 1482
brick bats as per type design.
e Supply,deliery ad filling of 40mm size brick p/4 2.00 2.00 1.10 3.45 705.00 cum 2432
batsas per type design.
f Supply,deliery and fixing of splash pad of 1 1.00 - - 1.00 50.00 no 50
size 500 x 500 x 50mm at the over flow
junction point with recharge pit.
g Cost of pipes - 110mm OD PVC - 4 Ksc 1 30 30.00 177.50 m 5325
h Fixing pvc pipes with clamps LS 139

GRAND TOTAL 46051

 HAND RAILS
Quantities Required For Moulding
For Post:

0.1
D

0.1
B
0.90 L

Using Angle 20 x 20 x 4mm

Size 0.10 X 0.10 X 0.90

M.S.Plate = (D X L X2)+(B X D X2) X 24.9Kg/Sqm= 0.20 X 24.9

= 4.98 Kg. 0.00498 MT.

M.S. Angle = ( L X 2)X 2+(D X 4) X 2 X 1.1kg/m = 4.4 X 1.1

4.84 Kg 0.00484 MT
6.16
ABSTRACT FOR MOULDING CHARGES OF POST Assumed for 40
uses
Rate Amount
Quantity Description Per
Rs.Ps. Rs.Ps.
0.0050 MT MS Plate 53000.00 MT 263.94
0.0048 MT MS Angle 53000.00 MT 256.52
0.010 LS Cutting, Welding, Bending
including cost of screws & 20.00 KG 196.40
Periodical Cleaning etc.,

TOTAL 716.86

For One use = Total / 40= Rs. 17.92

B 0.90

1.20
L
Quantities Required For Moulding D- 0.05
For Jolly work
Size 1.20 X 0.90 X 0.05

M.S. Plate = ( L X D X 2) + (B X D X 2) = 0.210 Sqm.

Add 40% for Cutting & Designing = 0.210 X 40% = 0.084 Sqm.
Total 0.294 Sqm.
M.S.Plate in Kg = Total Sqm X 24.9 Kg/Sqm 0.294 X 24.9 = 7.3206 Kg = 0.0073 MT

M. S. Angle = (L X 2) + (B X 2) = 4.200 M
Add 40% for Cutting & Designing = 4.200 X 40% = 1.680 M
 Total 5.880 M
M.S. Angle in Kg = Total M X 1.1 Kg/m 5.880 X 1.1 = 6.47 Kg 0.0065 MT

ABSTRACT FOR MOULDING CHARGES OF JOLLY Assumed for 40 uses

Rate Amount
Quantity Description Per
Rs.Ps. Rs.Ps.
0.0073 MT MS Plate 53000.00 MT 387.99
0.0065 MT MS Angle 53000.00 MT 342.80
0.014 LS Cutting, Welding, Bending
including cost of screws & 20.00 KG 275.77
Periodical Cleaning etc.,

TOTAL 1006.57

For One use for 1.2m length = Total / 40= Rs. 25.16
For One use for 1.00m length = 25.16 / 1.20 Rs. 20.97

DATA FOR THE POST

SIZE 0.10 X 0.10 X 0.90

Concrete = 0.10 X 0.10 X 0.90 0.009 cum

Steel 8mm RTS for main rod = 4X 1.3 X 0.39 2.028 Kg
Steel 8mm RTS for Stirupps = 10 X 0.3 X 0.39 1.170 Kg
Total requirements of Steel = 2.028 + 1.17 = 3.198 Kg

Rate Amount
Quantity Description PER
Rs.Ps. Rs.Ps.
0.0090 cum RCC M30 using 20mm HBS 8180.89 cum 73.63

1.000 No. No.

Moulding charges for Post 17.92 17.92

0.032 Qtl Qtl

Fabrication charges 8180.00 261.60

1.000 LS
Nails & Coirs, etc., 10.85 5.61
358.76

Rate for One RCC Post = Rs. 358.76

 DATA FOR RCC JOLLY OVER ROOF
SIZE 1.20 X 0.90 X 0.05

Volume of Concrete = 1.20 X 0.90 X 0.05 0.054 Cum

Assume 60% of solid for Volume of Concrete = 0.054 X 60% 0.0324 Cum
Steel 8mm RTS = 6X 1.2 X 0.39 2.808 Kg
7X 0.85 X 0.39 2.321 Kg
Total Requirement of Steel = 2.808 + 2.321 = 5.129 Kg

Rate Amount
Quantity Description PER
Rs.Ps. Rs.Ps.
0.0324 cum RCC M 30 using HBS 8180.89 cum 265.06

1.000 No.
Moulding charges for Post
(1.2m length)
25.16 No. 25.16

0.051 Qtl Qtl

Fabrication charges 8180.00 419.51

1.000 LS LS
Nails & Coirs, etc., 13.26 30.00
739.74
Rate for 1.2 m length RCC Jolly = Rs. 739.74
Rate for 1.00 m length RCC Jolly = Rs. 616.00

FIXING HANDRAIL : ABSTRACT

SR CapacitHANDRAIL dia No of posRate per

1.0 LL-16 mNo.of Pos 3.14 7.35 22.08 22 358.76 7892.629

RCC jolly 21 739.74 15534.46
TOTAL 23427.09
Say 23500
IMPROVEMENTS TO WATER SUPPLY DISTRIBUTION SYSTEM FINAL REPORT

R.C.C.SPIRAL STAIR CASE for 16.00m Staging Height (5LL)

Roof slab (OD) 15.14 m

Total length = 16.00+3.0+0.30+0.15+0.15 19.600 m

Depth of rises = 20cm
No. of raiser = 19.6/0.20 98.000 say 98 No.s
Tread and rise slab ( Volume of RCC for each slab )
Circular portion = p/4( 0.602-0.452) x 0.20 0.025 m3
Tread portion =1x ( 0.4+.22 )/2 x 0.1 0.031 m3
Riser portion = 1x0.1x0.05 0.005 m3
Total 0.061 m3
Moulding Area
Circular inner = 3.14x 0 .45x0.2 0.283 m2
Circular outer = 3.14x0.6x0.2 0.377 m2
Total 0.660 m2

Shorter side of tread = 0.995x0.10 0.100 m2

Side (1) of riser = 1.0x0.20 0.200 m2
Side (2) of riser = 1.0x0.10 0.100 m2
Total 0.400 m2
Steel required
Circular portion
Vertical rods 8mm dia RTS = 6 x 0.15 x 0.39kg 0.35 kg
Circular rods 10mm dia RTS = 3 x 1.80m x 0.6 3.35 kg
Tread and Rise
Main rod 10mm dia = 4 No.s = 4 x 1.00 x 0.62 2.48 kg

Distributors 8mm dia = 8 x 0.5 x 0.39 1.56 kg

Total 7.74 kg
Cost of M.S. Sheet and M.S. angle = Rs.48000/10m2 for 40 users

Cost for 1 user = 48000/40 1200.00 10m2

say Rs. 120.000 1m2
Cost of one step ( With one tread and one riser )
R.C.C. M30 0.061 1m3 8180.89 1m3 496.91
Steel ( RTS) 7.74 kg 8887.35 Qtl 687.79
Plain steel Centering 0.400 1m2 943.00 1m2 376.73
Circular centering 0.660 1m2 2263.20 1m2 1493.11
Sundries 37.74
Therefore cost for one step Rs. 3092.28
HAND RAIL AND PILLAR
One R.C.C pillar for every two slab
No. of pillars = 93/2 49.00 or say 49 Nos.
Quantity of R.C.C M25= 0.80*0.10*0.10 0.008 m3
Centering = 4 x 0.80 x 0.1 0.32 m2
Steel
Main rods 10mm dia = 4 x 0.80 x 0.62 1.984 kg
Stirrups 8mm dia = 4 x 0.40 x 0.39 0.624 kg
2.608 kg
Cost of Pillar
R.C.C. M30 0.008 m3 8180.89 m3 65.45
Centering charges 0.32 m2 943.00 m2 301.76
Steel RTS 2.608 kg 8887.35 Qtl 231.78
Sundries 12.03
Total Rs. 611.02

Jolly
Total No. of jally required = 98/2 49.00 or say 49 No.s
Size = 0.80 x 0.80m
Volume = 0.80 x 0.80 x 0.05m 0.032 m3
Assume 60% solids = 0.032 x 60/100 0.0192 m3
Moulds
Outer frame = 4 x 0.85 x 0.05 0.170 m2
Solids = 0.80 x 0.80 0.640 m2
Reeper to fix and design = 0.90 x 5 x 0.05 0.225 m2
1.035 m2
Steel
Horizontal 8mm dia = 0.80 x 5 x 0.39kg 1.56 kg
Vertical 8mm dia = 0.80 x 5 x 0.39kg 1.56 kg
3.12 kg
Cost of one jolly
R.C.C. M30 0.0192 m3 8180.89 m3 157.07
Centering charges 1.035 m2 943.00 m2 976.01
Steel RTS 3.12 kg 8887.35 Qtl 277.29
Sundries 10.57

TWICL-RDMA Sp.Stair case

IMPROVEMENTS TO WATER SUPPLY DISTRIBUTION SYSTEM FINAL REPORT

Total Rs. 1420.93

Cost of central column from G.L upto 19.7m(18.6+1.1)
R.C.C M25 18.75 x p/4 x 0.452 3.291 m3
Steel 20mm dia RTS 8 No.s x 20.0 x 2.3 368.00 kg
Stirrups 8mm dia RTS 18.75/ 0.2 = 94 x 1.4 x 51.32 kg
For lugs 8 x 0.60 x 0.89 4.27 kg
Form work(3.14x0.45x0.45x19.7) 12.53 m2 m2
423.60 kg
Cost of central column from G.L upto 19.7m(18.6+1.1)
R.C.C. M30 3.291 m3 8180.89 m3 26923.30
Steel 423.60 kg 8887.35 Qtl 37646.46
Form work (Circular Column) 12.53 m2 2263.20 m2 28357.90
Sundries 382.07
Total Rs. 93309.72
Foundation
Steel 10mm dia RTS 1 x 14 x 1.35 x 0.62 109.68 kg
R.C.C.M25 1 x 40 x 3.95 x 0.62
Rectangular portion = 1.4x 4.00 x 0.2 1.120 m3
Trapezoidal portion 0.70/3 x (A+B + sq. root of 1.681 m3
A*B) 2.801 m3
Cost of foundation
EW in all sorts of soil 0 to 1 m depth 2.560 m3 186.90 m3 478.46
EW in SDR 1 to 2 m depth 2.560 m3 166.90 m3 427.26
EW in DMR 2 to 3 m depth 0.768 m3 303.70 m3 233.24
Sand filling 0.384 m3 1465.44 m3 562.73
PCC M10 using 40 mm HBG stone 0.384 m3 5497.87 m3 2111.18
R.C.C. M30 2.801 m3 8180.89 m3 22914.19
Steel 109.68 kg 8887.35 Qtl 9747.47
Form work(4x1.4) (Plane Surface) 1.60 m2 943.00 m2 15.09
Sundries 25.32
Total Rs. 36514.95

Landing slab
R.C.C M25 0.90 x 0.90 x 0.10 0.081 m3
Steel main rods 10mm dia 6 x 0.80 x 0.62 2.98 kg
Distribution rods 8mm dia 6 x 0.80 x 0.39 1.87 kg
4.85 kg
Cost of landing slab
R.C.C. M30 0.081 m3 8180.89 m3 662.65
Steel 4.85 kg 8887.35 Qtl 430.86
Sundries 15.47
Total Rs. 1108.98
ABSTRACT
Pre cast slab 98 No.s 3092.28 Each 303043.34
Pillars for hand rails 49 No.s 611.02 Each 29939.94
Jolly 49 No.s 1420.93 Each 69625.73
Central column 1 No. 93309.72 1No. 93309.72
Foundation 1 No. 36514.95 1No. 36514.95
Landing slab 1 No. 1108.98 1No. 1108.98
Provision for lifting of step, fixing,
finishing of central coumn
( Lumpsum) 1 No. 5000.00 1No. 5000.00
Provision for painting the stair case L.S 5743.44
with approved cement paint

Total Rs. 544286.00

DATA FOR HAND RAILS

Supply and fixing of RCC M20 for Handrails of 1.00m height over the top of roof slab of approved pattern and design
including the cost of cement, reinforcement, centering, precasing, finishing curing etc., complete as directed by the
Engineer incharge
Total length of the railing =47.54 m
Assuming R.C.C. pillar of size 0.10m x 0.10m to a height of 1.00m @ 1.20 c/c
No.of pillars required 47.54/1.20 = 39.71 or say 40 No.s
Assuming the jolly size as 1.15 x 1.00 x 0.05m
No.of Jallys required 40 No.s
Cost of the pillar
Concrete quantity = 1.00 x 0.10 x 0.10 0.010 m3
Centering = 4 x 1.00 x 0.10 0.400 m2
Steel required
10mm dia RTS rod 4No.s x 1.25m x 0.62kg 3.100 kg
8mm dia RTS for stirrups 7No.s x 0.30 x 0.39k 0.819 kg
3.919 kg
Data for Pillar

TWICL-RDMA Sp.Stair case

IMPROVEMENTS TO WATER SUPPLY DISTRIBUTION SYSTEM FINAL REPORT

R.C.C.M30 0.010 m3 8180.89 m3 81.81

Centering charges 0.400 m2 943.00 m2 377.20
Steel RTS 3.92 kg 8887.35 Qtl 348.30
Sundries 6.91
Cost for one pillar Total Rs. 814.21
Jolly work
Size = 1.15 x 1.00 x 0.05m
Volume = 1.15 x 1.00 x 0.05m 0.0575 m3
Assuming 60% solids 0.0575 x 60% 0.0345 m3
Moulds
Area = 1.15 x 1.00 1.150 m2
Cost of mould
Outer frame = 4.30 x 0.05 0.215 m2
Solids = 1.15 x 1.00 1.150 m2
Reeper to joint the design = 1.10 x 5 x 0.05 0.275 m2
1.640 m2
Steel
8mm dia RTS rods at 1.15m x 7No.s x 0.39kg 3.139 kg
8mm dia RTS rods at 1.00m x 7No.s x 0.39kg 2.730 kg
5.869 kg
Cost of M.S. Sheet and M.S. angle = Rs.40000/10m2 for 40 users

Cost for 1 user = 40000/40 1000.00 10m2

say Rs. 100.000 1m2
Abstract for Jolly
R.C.C. M25 0.0345 m3 8180.89 m3 282.24
Centering charges 1.640 m2 943.00 m2 1546.52
Steel RTS 5.869 kg 8887.35 Qtl 521.64
Sundries 3.31
Total Rs. 2353.71
ABSTRACT FOR HAND RAILS
R.C.C.Post 40 No.s 814.21 Each 32568.56
R.C.C.Jally 40 No.s 2353.71 Each 94148.54
Painting with cement paint and Lumpsum 8664.12
lifting the hand rails, jointing with
the pillars, finishing including
scafolding etc.complete.
Total Rs. 135381.23
Rate per m (134991.04/47.54) Rs. 2847.73

TWICL-RDMA Sp.Stair case

Detailed estimate for R.C.C. Ventilator ( M30 )
Inner dia. Of ventilator - 0.40 m
Thickness - 0.05 m
Outer dia. Of ventilator - 0.50 m
Area of the dome 1.00 x 2.00 x p x R x h
1.00 x 2.00 x p x 0.56 x 0.15 = 0.528 m2

Volume of dome 1.00 x 0.53 x 0.05 = 0.026 m3

Cylindrical portion 1.00 x p x 0.45 x 0.05 x 0.6 = 0.042 m3
Total 0.068 m3

Mould
Cylindrical portion inside 1.00 x p x 0.40 x 0.60 = 0.754 m2
Cylindrical portion outside 1.00 x p x 0.50 x 0.60 = 0.942 m2
For dome 1.00 x 2.00 x p x 0.56 x 0.15 = 0.528 m2
Total 2.224 m2
Steel fabrication 6.00 x 0.8 x 0.22 = 1.056 kg
4.00 x 1.45 x 0.22 = 1.276 kg
7.00 x 0.55 x 0.22 x 2 = 1.694 kg
Total 4.026 kg

Abstract
Qty Per Description Rate Per Amount
m
0.068 3 M30 8180.89 m3 556.3
4.026 Kg RTS rods 8887.35 1Qtl. 357.8
2.224 m2 Steel centering 942.74 m2 2096.7
LS Labour charges for lifting, fixing, painting etc. complete LS 50
LS Provision for wire mesh LS 31.3
Total 3092.1
say 3092.00
 Pipe connection to SR - Materials Statement ( Cast iron pipes and specials )
- 16 m Staging height PIPES IS- 1537/1976 (CLASS- B) AND SPECIALS IS-1538/1993
Standard Non standard
Description of material Vertical Horizontal Vertical Horizontal
0 No. Length Weight Total wt. No. Length Weight Total wt. No. Length Weight Total wt.No. LengthWeight Total wt.
I INLET

1 100 mm dia.F/Skt. Tail piece 1 0.50 16 16.00

2 100 mm x1.5 m D/F pipe 1 1.50 46.5 46.50

3 100x100x100 mm dia. A/F Tee 1 0.60 26 26.00

4 100 mm x 2.75 m D/F pipe 2 2.75 78.25 156.50

5 100 mm dia.D/F Sluice valve 1 0.32

6 100 mm x 2.75 m D/F pipe 1 2.75 78.25 78.25

7 100mmx90 D/F duck foot bend 1 0.60 26 26.00

8 100 mm x 2.75 m D/F pipe 6 2.75 78.25 469.50

9 100 mm x 0.50 m D/F pipe 3 0.50 21.1 63.30

10 100 mmx900 D/F bend 1 0.60 17 17.00

11 100 mm x1.00 m D/F pipe 1 1.00 33.8 33.80
12 100 mmx900 D/F bend 1 0.60 17 17.00
13 100 mm x0.80 m D/F pipe 1 0.80 28.72 28.72

14 100 mm x1.50 m D/F slotted pipe 1 1.50 41.85 41.85

15 100 mm x0.60 m D/F pipe 1 0.60 23.64 23.64

16 100 mm x1.50 m D/F slotted pipe 1 1.50 41.85 41.85

II OUTLET

1 100 mm dia.F/Skt. Tail piece 2 0.50 16 32.00

2 100 mm x1.5 m D/F pipe 3 1.50 46.5 139.5

3 100x100x100 mm dia. A/F Tee 2 0.60 26 52.00

4 100 mm x 2.75 m D/F pipe 6 2.75 78.25 469.50

5 100 mm dia.D/F Sluice valve 2 0.32

6 100 mm x 2.75 m D/F pipe 2 2.75 78.25 156.50

7 100mmx90 D/F duck foot bend 2 0.60 26 52.00

8 100 mm x 2.75 m D/F pipe 8 2.75 78.25 626.00

9 100 mm x 0.75 m D/F pipe 2 0.75 27.45 54.90

10 100 mm dia. bell mouth 2 0.90 9 18.00
III BYE- PASS
0 100 mm x 2.00 m D/F pipe 1 2.00 59.2 59.20
2 100 mm dia.D/F Sluice valve 2 0.32

3 100 mm x 2.75 m D/F pipe 8 2.75 78.25 626.00

IV OVER FLOW

100 mm dia. F/Spt. Semi

1 1 0.60
circular bend

2 100 mm x1.5 m D/F pipe 1 1.50 46.50 46.50

3 100mmx90 D/F duck foot bend 1 0.60 26 26.00 0.00

4 100 mm x 2.75 m D/F pipe 4 2.75 78.25 313.00
5 100x100x80 mm dia. A/F Tee 1 0.60 26 26.00
6 100 mm x1.00 m D/F pipe 2 1.00 33.80 67.60 1 1.00 33.80 33.80
7 100mmx90 D/F duck foot bend 1 0.60 26 26.00 0.00

8 100 mm x 2.75 m D/F pipe 5 2.75 78.25 391.25

9 100 mm x 2.00 m D/F pipe 1 2.10 59.2 59.20 0.00

10 100 mm dia. bell mouth 1 0.20 9 9.00 37.1
 Standard Non standard
Description of material Vertical Horizontal Vertical Horizontal
0 No. Length Weight Total wt. No. Length Weight Total wt. No. Length Weight Total wt.No. LengthWeight Total wt.
V SCOUR 13
1 80 mm x 2.75 m D/F pipe 5 2.75 61.85 309.25
80 mm dia.D/F Sluice valve
2 1 0.30
with hand wheel
3 80 mm x 0.60 m D/F pipe 3 0.60 19.28 57.84

4 80 mm dia. bell mouth 1 0.60 7 7.00

Total 33 15.10 1969.00 35 20.26 1951.75 21 13.95 544.20 6 6.00 279.00

Standard specials 325.00 kg

Standard pipes 3595.75 kg
Total 3920.75 kg
Non- standard specials 25.00 kg
Non- standard pipes 798.20 kg
823.20 kg
 PIPE CONNECTION ESTIMATE
16 m Staging height

Sl.
Description of work No. L B D Qty. Rate Per Amt
No.
Rs. P. Rs. P.
1 Earth work excavation in all type of
strata for laying of 150 mm dia. C.I.
Pipes below G.L. and depositing on
bank within an initial lead of 10 m
and an initial lift of 2 m

Inlet 1x 1 11.7 11.700 m

Outlet 1x 1 11.95 11.950 m
Bye-pass 1x 1 8.55 8.550 m
Overflow and Scour 1x 1 11 11.000 m
Total 43.200 m 146.20 1m 6316
2 Labour charges for conveying the
pipes and specials within a lead of
200 m and lifting and fixing in
position in vertical plane of the
following height including scaffolding
and jointing with necessary bolts,
nuts, steel washers, rubber
insertuion sheets, white lead etc. for
inlet, outlet, overflow and scour
arrangements for OHT including
testing of pipes to the required
pressure with water conveyed within
1.00 K.M. ( Rate excluding the cost
of materials )

100 mm & 80 mm dia. CI Pipes

and Specials:

a) 0 m to 2.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.

Outlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.

Total 3.490 Qtl. 192.87 Qtl. 673

b) 2.00 m to 4.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.

Outlet 1x 1 96.6 kg 0.966 Qtl.

Overflow 1x 1 96.6 kg 0.966 Qtl.

Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.

Total 3.490 Qtl. 290.48 Qtl. 1014

c) 4.00 m to 6.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.

Outlet 1x 1 96.6 kg 0.966 Qtl.

Overflow 1x 1 96.6 kg 0.966 Qtl.

Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.

Total 3.490 Qtl. 455.59 Qtl. 1590

Sl.
Description of work No. L B D Qty. Rate Per Amt
No.
Rs. P. Rs. P.
d) 6.00 m to 8.00 m - Inlet 1x 1 83.2 kg 0.832 Qtl.
Outlet 1x 1 83.2 kg 0.832 Qtl.
Overflow 1x 1 83.2 kg 0.832 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.
Total 3.088 Qtl. 630.17 Qtl. 1946
e) 8.00 m to 10.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.
Outlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.
Total 3.490 Qtl. 804.62 Qtl. 2808
f) 10.00 m to 12.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.
Outlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.
Total 3.490 Qtl. 976.83 Qtl. 3409
g) 12.00 m to 14.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.
Outlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.
Total 3.490 Qtl. 1155.75 Qtl. 4034
h) 14.00 m to 16.00 m - Inlet 1x 1 83.2 kg 0.832 Qtl.
Outlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Scour ( 80 mm dia. ) 1x 1 59.2 kg 0.592 Qtl.
Total 3.356 Qtl. 1316.52 Qtl. 4418
h) 16.00 m to 18.00 m - Inlet 1x 1 96.6 kg 0.966 Qtl.
Overflow 1x 1 96.6 kg 0.966 Qtl.
Total 1.932 Qtl. 1490.71 Qtl. 2880

I) 18.00 m to 20.00 m - Inlet 1x 2 96.6 kg 0.966 Qtl.

Overflow 1x 1 48.3 kg 0.483 Qtl.
Total 1.449 Qtl. 1665.02 Qtl. 2413
3 Conveying C.I. pipes and specials to the trench within a lead
of 200 m lowering into the trench, laying to proper grade and
alignment for depth upto 2.00 m.
a) 100 mm CI Pipes and Specials
I Inlet 1x 1 12.45 12.450 m

ii Outlet 1x 1 12.7 12.700 m

iv Overflow 1x 1 13.35 13.350 m

v Bye-pass 1x 1 9.75 9.750 m
Total 48.250 m 12.42 m 599
Sl.
Description of work No. L B D Qty. Rate Per Amt
No.
Rs. P. Rs. P.
b) 80 mm CI Pipes and Specials
I Scour 1x 1 0.95 0.950 m 12.42 m 12
4 Jointing of C.I. D/F pipes & specials including
cost of bolts and nuts and metal washer and
R.I. Sheet of 6 mm thick and testing to the
required pressure with water conveyed within
1 km lead upto 2 m depth for works above
water level

I Inlet - 100 mm dia. 1x 1 15 15.000 Nos.

ii Outlet - 100 mm dia. 1x 1 12 12.000 Nos.
iii Overflow - 100 mm dia. 1x 1 15 15.000 Nos.
Total 42.000 Nos. 229.10 No 9622
I Scour ( 80 mm dia. ) 1x 1 9 9.000 Nos. 132.90 No 1196
5 Refilling with excavated soil ( other
than sand ) including ramming,
watering, consolidating etc.
complete complying with standard
specification and as directed by the
TWAD Board Officers.

Quantity as per item No.1 43.200 m 20.50 m 886

6 Supply, delivery of the 100 mm &
150 mm dia. C.I. pipes and specials
for OHT connections.
a) C.I.. D/F standard pipes 1x 1 3596 3595.75 kg 68.00 1kg 244511
b) C.I.. D/F non-standard pipes 1x 1 798 798.20 kg 72.00 1kg 57470
c) C.I.. D/F standard specials 1x 1 325.00 325.00 kg 64.00 1kg 20800
d) C.I.. D/F non-standard specials 1x 1 25.00 25.00 kg 68.00 1kg 1700
f) 100 mm dia. C.I. D/F sluice valve 1 x 3 3.00 Nos 6233.00 1No. 18699
with cap
g) 80 mm dia. C.I. D/F sluice valve with 1 x 1 1.00 No. 4472.00 1No. 4472
hand wheel
h) Surface box 1x 4 33 kg 99.00 kg 68.00 1kg 6732
Construction of the following sizes of
valve pit as per type design vide
CE/WR/CBEMemo.No.TD/SU/
TC/DO.II/91/CE/WR/Dt.30.12.1991

100 mm dia. C.I. D/F sluice valve 1 x 3 1.00 No. 12000.00 No. 12000
with cap
80 mm dia. C.I. D/F sluice valve with 1 1 1.000 12000.00 No. 12000
hand wheel
8 Provision for construction of drain for L.S. L.S. 800
over flow and scour
GRAND TOTAL 423000
 100000 lit. capacity SR - 16 m staging height
BARBENDING SCHEDULE
Sl. Description Size in Spacin Number Length Total Weigh Total
No. `mm' g in in` m' length t per Weight in
`m' / m `kg'
Nos.

1 Column footing
Central Column Footing
Main rod 10 15 Nos. 1x 2x 15 2.50 75.00 0.62 46.50
Pheriperal Column Footing
Main rod 10 15Nos. 6x 2x 15 2.40 432.00 0.62 267.84
2 Columns
Central Column Circular
Main rod 16 6 Nos. 1x 1x 6 18.75 112.50 1.58 177.75
Lateral ties 8 200 1x 1x 81 1.10 89.10 0.39 34.75
Column Drop mesh 10 150 1x 2x 18 2.41 86.76 0.62 53.79
column head ties 12 150 1x 1x 12 2.25 27.00 0.89 24.03
column head radial 8 150 1x 1x 6 2.70 16.20 0.39 6.32
Pheriperal Column
Main rod 16 4Nos. 6x 1x 4 18.75 450.00 1.58 711.00
Main rod 12 4Nos. 6x 1x 4 18.45 442.80 0.89 394.09
Lateral ties square 8 200 6x 1x 81 1.20 583.20 0.39 227.45
3 Brace
Pheriperal Braces
Main rod - bottom 16 5 Nos. 4x 6x 5 3.68 441.60 2.47 1090.75
Main rod - top 16 5 Nos. 4x 6x 5 3.68 441.60 2.47 1090.75
Stirrups 8 200 4x 6x 20 1.10 528.00 0.39 205.92
Haunch rod 12 4 Nos. 4x 1x 36 1.50 216.00 0.89 192.24
Radial Braces
Main rod - bottom 16 4 Nos. 4x 6x 5 4.85 582.00 2.47 1437.54
Main rod - top 16 4 Nos. 4x 6x 5 4.85 582.00 2.47 1437.54
Stirrups 8 200 4x 6x 20 1.10 528.00 0.39 205.92
Haunch rod 12 4 Nos. 4x 1x 12 1.50 72.00 0.89 64.08
4 Floor beam
Main rod - bottom 20 3 Nos. 3x 1x 1 23.08 69.24 2.47 171.02
Main rod - top 25 4Nos. 4x 1x 1 23.08 92.32 3.85 355.43
Stirrups 10 130 1x 1x 178 1.70 301.80 0.89 268.60
5 Floor slab

Bottom radial rods(spacing at 0.6R) 12 150 1x 99 x 1 3.50 346.19 0.89 308.11

Top radial rods upto 1.5m
(spacing at support) 12 150 1x 77 x 1 1.50 115.40 0.89 102.71
Top radial rods throughout
(spacing at support) 12 150 1x 77 x 1 3.50 269.26 0.89 239.64
Sl. Description Size in Spacin Number Length Total Weigh Total
No. `mm' g in in` m' length t per Weight in
`m' / m `kg'
Nos.

cicumferential rods at top and

bottom throughout 10 150 1x 25 x 2 11.54 566.20 0.62 351.04
Top mesh over column head 12 90 1x 33 x 2 3.00 200.00 0.89 178.00
6 Side wall
Vertical rod - inner face) 10 150 1x 1x 153 5.70 869.84 0.62 539.30
Vertical rod - outer face 10 150 1x 1x 155 4.55 703.87 0.62 436.40
Circumferential rod - inner face 8 150 1x 1x 22 23.08 515.43 0.39 201.02
Circumferential rod - outer face 8 150 1x 1x 22 23.08 515.43 0.39 201.02
Haunch rod 8 150 1x 1x 155 1.30 201.11 0.39 78.43
Circumferential in haunch 8 1 No. 1x 1x 1 22.14 22.14 0.39 8.63
7 Column inside the tank
Main rod 12 6 Nos. 1x 1x 6 3.80 22.80 0.89 20.29
Lateral ties 8 180 1x 1x 18 0.50 9.17 0.39 3.58
Column Drop mesh 10 125 1x 2x 27 3.10 166.37 0.39 64.88
column head radial 12 150 1x 1x 12 2.25 27.00 0.89 24.03
column head ties 8 150 1x 1x 6 2.70 16.20 0.39 6.32
8 Roof slab
Bottom radial rods(spacing at 0.6R) 10 150 1x 92 x 1 3.50 323.11 0.62 200.33
Bottom additional radial
rods(spacing at support) 10 150 1x 154 x 1 1.40 215.40 0.62 133.55
Top radial rods throughout
(spacing at support) 10 150 1x 154 x 1 3.50 538.51 0.62 333.88
cicumferential rods at top and
bottom throughout 10 150 1x 20 x 2 11.54 467.35 0.62 289.76
Top mesh over column head 10 150 1x 20 x 2 3.10 124.00 0.62 76.88
Total 12261.11
Add 10% laps and hooks etc. 1226.11
Grand total 13487.22
Say 134.87 Qtl.
 DETAILED ESTIMATE FOR RCC INSIDE LADDER .

Ladder Size 3.57 0.12 0.15

Step Size 0.45 0.15 0.07

SNO DESCRIPTION OF WORKS NO L B D CONTEUNIT Rate Amount

Reinforced Cement Concrete with M30
design mix for the following members
excluding the cost of reinforcement and
fabricating, centering, shuttering and
strutting charges but including the cost of
all materials, mixing, placing in position,
lifting, vibrating, finishing & curing, etc.
complete.and as directed by the Dept.
1
Officers.
For Post 1x 2 3.57 0.12 0.15 0.129 cum

For steps 1x 11 0.45 0.15 0.07 0.052 cum

Base concrete for fixing Ladder on floor slab 1x 1 0.6 0.3 0.05 0.009 cum
Deduct for ladder post -2 x 1 0.15 0.12 0.05 -0.002 cum
0.188 cum 8180.89 1538.01

Supply and erection of steel centering,

shuttering for soffits and sides including
necessary supports and strutting for all RCC
works using MS sheets of suitable size of BG
10 stiffened with MS angle of size 25 X 25
X 3mm for boarding laid over Silver Oak
joists of size 10cm X 6.5cm space at 10cm
c/c and supported by Casurino Props 10cm -
13cm spaced at 75cm c/c etc., complete and
2 as directed by the dept Officers.
For post sides 2x 2 3.57 --- 0.15 2.142 sqm
2x 2 0.12 --- 0.15 0.072 sqm
Deduct for Steps -2 x 11 0.15 --- 0.07 -0.231 sqm

Sides of steps 2x 11 0.45 --- 0.16 1.584 sqm

Base concrete for fixing laddet on floor slab 1x 2 0.6 --- 0.05 0.06 sqm
1x 2 0.3 --- 0.05 0.03 sqm
3.657 sqm 942.74 3447.6
Supplying, fabricating and placing in position
of RTS / MS rods for reinforcement
including cost of steel and binding wire,
labour charges etc., complete for RCC works
and as directed by TWAD BoardRCC works
and as directed by TWAD Board
3
Officers.Officers.
For RCC Works qtl/m
For post
Main rod 12 RTS 2x 4 3.51 0.89 0.0089 0.25
Stirrups
8 MS @ 20cm c/c 2x 19 0.44 0.39 0.0039 0.07
For steps
Main rod 8 RTS 2x 11 0.51 0.39 0.0039 0.04
Distributors 16
8 MS @ 15cm c/c 4x 11 0.100 0.39 0.0039 0.02
0.38 qtl 8887.35 3377.19
4 Fixing the precast RCC ladder in position LS 14.86
Total 8377.66