DETAILED ESTIMATE FOR CONSTRUCTION OF HOCKEY GROUND - LAYING OF TURF WITH SITE

PREPARATION (Rate based on SOR 2019 Mizoram PWD) - Rates are inclusive of GST

S/No SOR Description No L B H Qtty Unit Rate (Rs) Amount (Rs)

A. Ground preparation - sub base preparation by compaction and black topping
1 3.17 Compacting original ground. Case-I - Compacting original ground
supporting subgrade (Loosening of the ground upto a level of 500
mm below the subgrade level, watered, graded and compacted in
layers to meet requirement of table 300-2 for subgrade
construction.)
1 97.00 59.00 0.25 1430.75 cum 150.08 214726.96

2 4.80
Water bound macadam specification including spreading in uniform
thickness, hand packing, rolling with vibratory roller 8-10 tonnes in
stages to proper grade and camber, applying and brooming requisite
type of screening/binding materials to fill up the interstices of coarse
aggregate, watering and compacting to the required density.)

Grading-I (63mm to 45mm)

1 97.00 59.00 0.10 572.30 cum 4949.28 2832472.94
Grading-2 (53mm to 22.4mm)
1 97.00 59.00 0.10 572.30 cum 5043.36 2886314.93

3 5.10 Prime Coat : Providing and applying primer coat with bitumen
emulsion on prepared surface of granular base including cleaning of
road surface and spraying primer at the rate of 0.60 kg/sqm using
mechanical means)
i) Low porosity
1 97.00 59.00 5723.00 sqm 53.76 307668.48

4 5.20 Tack Coat : (Providing and applying tack coat with bitumen emulsion
using emulsion pressure distributor at the rate of 0.20 kg per sqm on
the prepared bituminous/granular surface cleaned with mechanical
broom)
(iii) Granular Surface Treated with Primer
1 97.00 59.00 5723.00 sqm 32.48 185883.04

5 5.80
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical
means using HMP of appropriate capacity not less than 75
tonnes/hour. Providing, laying and rolling of close-graded premix
surfacing material of 20mm thickness composed of 11.2mm to
0.09mm (Type-a) or 13.2mm to 0.09mm (Type-b) aggregates using
penetration grade bitumen to the required line, grade and level to
serve as wearing course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a Smooth wheeled
roller 8-10 tonne capacity, and finishing to required level and grade)

iii) Using 60/70 Grade Bitumen

1 97.00 59.00 5723.00 sqm 356.16 2038303.68

6 5.90 Seal Coat : Providing and laying seal coat sealing the voids in a
bitumen surface laid to the specified level, grade and cross fall using
Type A, Type B and Type C as per Technical Specification Clause
510.
S/No SOR Description No and L
Seal Coat : Providing B coat sealing
laying seal H the voids
Qtty in a Unit Rate (Rs) Amount (Rs)
bitumen surface laid to the specified level, grade and cross fall using
Type A, Type B and Type C as per Technical Specification Clause
510.
Case - I : Type A
1 97.00 59.00 5723.00 sqm 127.68 730712.64

7 1.10 Loading and Unloading by Manual Means

Aggregates refer qty table 2134.68 cum 245.28 523594.07
Sand refer qty table 34.34 cum 245.28 8422.42

8 1.40 Loading and Unloading of Bitumen by Manual Means

41.09 MT 179.20 7363.53

9 1.60 Cost of Haulage Excluding Loading and Unloading

For Short Haul for a distance upto 100 km
ton.
i) Aggregates refer qty table 68309.73 km 14.78 1009891.02

ton.
ii) Sand refer qty table 2747.04
km
14.78 40612.24

10 1.70 Cost of Haulage Excluding Loading and Unloading

For Long Haul for a distance beyond 100 km
ton.
i) Bitumen refer qty table 8218.23 km 12.66 104009.89

B. Installation of Turf
11
Providing and laying of perforated PVC drain pipes of 10" inner dia
and 10mm thick gauge, with staggered perforations of 1" dia, at
every 6" intervals and 2" spacing, and across a curvature of 160*
and solidly bedded in backfill material in the perimeter drain as per
slope and design. Provide full bearing for each pipe section
throughout its length to its true grades and alignment and
continuous slope 1:100 in the direction of flow
1 550.00 550.00 rm 800.00 440000.00

12 Construction of catch basins connected to drain pipes of dimensions

0.1m x 0.1m x 2m of cement concrete 1:1.5:3
1 4.00 4.00 nos 31000.00 124000.00

13
Providing and laying of compacted 100mm thick with 40mm metal
(Coarse Rubble Granite Stone) combined with a downgraded stone
upto 30mm to form a contour and elevations to the desired level as
per drawings including all carriages upto site of work.
1 97.00 59.00 0.25 1430.75 cum 1450.00 2074587.50

14 Providing and laying of compacted fill 50mm thick with 10mm to a

downgraded metal (Coarse Rubble Granite Stone) combined to form
a contour and elevations to the desired level as per Drawings
including all carriages upto site of work.
1 97.00 59.00 0.0565 323.35 cum 1900.00 614364.05

15
Providing and laying in position cement concrete of specified grade
M20 (1:1.5:3) (1 cement : 1.5 sand : 3 well graded stone aggregate
of 20mm) including shuttering and centering for construction
concrete curbing of cross-section 0.3m x 0.1m, providing 'L' bed at
the top for turf glueing as and where required. Scope also includes
excavation of 0.2m on both sides of proposed curbing and refilling
S/No SOR Description No L B H Qtty Unit Rate (Rs) Amount (Rs)
Providing and laying in position cement concrete of specified grade
M20 (1:1.5:3) (1 cement : 1.5 sand : 3 well graded stone aggregate
of 20mm) including shuttering and centering for construction
concrete curbing of cross-section 0.3m x 0.1m, providing 'L' bed at
the top for turf glueing as and where required. Scope also includes
excavation of 0.2m on both sides of proposed curbing and refilling
after construction including all carriages upto site of work.

1 368.00 0.45 0.1500 24.84 cum

1 368.00 0.40 0.1500 22.08 cum 9405.20 207666.82

16 Supply and delivery (door-to-door) of artificial turf of FIH Star

standards to site, including custom clearance assistance, insurance,
including Cryogenic Rubber as per manufaccturer's recommended
quantities.
1 97.00 59.00 5723.00 sqm 2900.00 16596700.00

17
Supply and infilling of silica sand as per desired quality, infill ratio
and particle size recommended by turf manufacturer with motorized
spreader in layers.
1 250.00 250.00 ton 18500.00 4625000.00

18
Installation of turf including unloading and staging of rolls, sewing of
seams, infilling with appropriate dispensing, spreading and levelling
equipment, brushing of fibres with all poly hydraulic controlled
equipment, painting of any lines with approved synthetic turf paint.

1 97.00 59.00 5723.00 sqm 750.00 4292250.00

19 Installation of sprinkler system with necessary equipment as per

specified by FIH
MR 4135000.00

20
Site Survey, Soil Test, Contour Map on AutoCAD
Lumpsum 200000.00

21 Development of Drawing: (a) Sub-Base for Cutting, fitting, gradient,

positioning of drains, catch basins and all plans including cross-
sections and all details. (b) Field layout drawing of turf. (c) Roll
layout drawings.
Lumpsum 510000.00

Total Rs 44709544.21
Say Rs 44710000.00
(Rupees One Crore Forty Five Lakhs Ninety Thousand Only)
 QUANTITY REQUIREMENTS

Loose qnty
Qnty factor
Total of Coarse Qnty factor
Sl. No. Item/Particulars Unit of Coarse
Quantity Aggregate of sand
Aggregate
(m3)
1 WBM - Grading I 572.3 cum 1.73 990.079
2 WBM - Grading II 572.3 cum 1.73 990.079
3 Prime Coat 5723 sqm
4 Tack Coat 5723 sqm
5 Close-graded Pre-mix Carpet 5723 sqm 0.027 154.521
6 Seal Coat 5723 sqm 0.006
TOTAL = 2134.68
 Loose qnty Qnty factor Loose qnty of
of sand (m3) of bitumen bitumen (ton)

1 5.723
3.5 20.0305
2 11.446
34.338 0.68 3.89164
34.34 41.091
 LAYING OF HOCKEY TURF AT SALEM VENG, LUNGLEI
Sh 1: Mild steel fencing with RCC column and brick wall upto skirting
(Rate based on Mizoram PWD Schedule of Rates 2019)
(Items rate are including GST,loading, unloading and transportation for a lead of 5km within the district)

SL.N SOR
Description No Length Breadth Height Quantity Unit Rate Amount
o No.
Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m
in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift
1 2.07
upto 1.5m including getting out excavated soil and disposal of surplus excavated
soil as directed within a lead of 50 metres.
b)Hard Soil(pick
work)
-F1 240 0.60 0.60 1.20 103.68 m3 629.90 65308
Providing and laying in position cement concrete of specified grade excluding cost
2 4.03
of centering and shuttering - All work upto plinth level:
(a)1:3:6(1 cement :3 course sand :6 stone aggregate 20mm nominal size)
Footing 240 0.600 0.600 0.10 8.64 m3 7350.60 63509
Providing and laying in position machine batched, machine mixed and machine
3 5.28 vibrated design mix M-20 grade reinforced cement concrete excluding cost of
centering and shuttering and reinforcement in -
a) All work upto plinth level.
Footing - F1 240 0.60 0.600 0.15 12.96
Column below
Plinth 120 0.20 0.200 1.15
5.52
Tie Beam 239 2.00 0.200 0.2019.12
37.60 m3 10678.70 401519
Providing and laying in position machine batched, machine mixed and machine
4 5.28 vibrated design mix M-20 grade reinforced cement concrete excluding cost of
centering and shuttering and reinforcement in -
b)All work above plinth level upto floor V level.
Column 240 0.200 0.200 0.750 7.20
7.20 m3 11443.00 82390
Providing and laying in position machine batched, machine mixed and machine
5 5.04 vibrated design mix M-20 grade reinforced cement concrete excluding cost of
centering and shuttering and reinforcement in -
b)All work above plinth level upto floor V level.
Tie Beam above
0.75m 239 2 0.2 0.2 19.12

19.12 m3 11443.00 218790

Steel reinforcement for RCC work including straighthening, cutting, bending,
6 5.18
placing in position and binding all complete.
(b) Thermo-Mechanically treated bars
Foundations @ 100.0 kg/m3 19.45 1944.80
Columns @ 310.0 kg/m3 6.51 2016.86
Beams @ 270.0 kg/m3 18.09 4884.30
8845.96 kg 101.60 898750
7 5.11 Centering and shuttering including strutting,propping etc. And removal of form for:
 a) Foundations, footings, bases of columns etc. for mass concrete.
Foundation Area = n*(2L+2B)*t
n l b t
F1 240 0.6 0.6 0.100 57.6 m2 359.100 20684
c) Columns, pillars, piers, abutments, posts and struts.
Columns
Area = n*L*(2b+2d) n L b d
plinth level
Column below
Plinth 120 0.2 0.2 1.15 110.4
Column 120 0.2 0.2 0.75 72
182.4 m2 618.40 112796
d) Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc.
Beam
Area = n*L*(b+2d) n L b d
Tie Beam above
239 2 0.2 0.2 286.80 m2 480.10 137693
1.2m
Half brick masonry with first class brick in superstructure above plinth level upto
8 6.06
floor V level.
a) in cement moratar 1:4 ( 1 cement : 4 coarse sand )
239 2.000 0.750 358.50 m2 1635.00 586148
20mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of
9 20.21
neat cement.
Quantity as per
2 358.50 717.00 m2 492.10 352836
item n0. 8/6.06
1.8m high polysteel goat proof fencing mild steel netting with 2.4m angle iron
posts 50 x 50 x 6mm size placed 2.0m apart embedded in cement concrete block
10 22.03
1:3:6 (1 cement : 3 sand : 6 stone aggegate) of size 25 x 25 x 60 cmfixing with nails
and wire etc. including earthwork complete.
1 239.0 239.00 rm 2145 512655
11 20.47 White washing with lime on new work (three or more coats) to give an even shade.

Quantity as per item no. 9/20.21 648.00 m2 30.30 19634

12 MR Providing and fixing steel gate with necessary screws etc.complete

3 3.00 nos 30000.00 90000

TOTAL 3562711.23
G. TOTAL 3562000.00
(Rupees twenty seven lakhs fifty five thousand) only
 DETAILED ESTIMATE FOR CONSTRUCTION OF APPROACH ROAD

S/No SOR Descriptio No L B H Qtty Unit Rate (Rs) Amount (Rs)

1 2.06 Earthwork in excavation over areas (exeeding 30cm in

depth,1.5m in width as well as 10sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto 1.5m,
disposed earth to be levelled and neatly dressed.

(a) Ordinary and hard soil

1 250.00 3.000 1.200 900.00 cum
Total 900.00 cum 411.50 370350.00

2 7.14 Dry stone pitching including supply of stones and preparing

surface complete.
1 250.00 3.300 825.00 sqm
Total 825.00 sqm 560.60 462495.00

2 5.28 Providing and laying in position machine batched, machine

mixed and machine vibrated design mix M-20 grade reinforced
cement concrete excluding cost of centering and shuttering and
reinforcement in -
a) All work upto plinth level.
1 250.00 3.00 0.10 75.00 cum 10678.70 800902.50

3 5.18 Steel reinforcement for RCC work including straighthening,

cutting, bending, placing in position and binding all complete.
b) TMT bars of grade Fe-500 or more
@ 100.00 kg/cum 75.00 7500.00 kg 101.60 762000.00

5.10 Centering and shuttering including strutting,propping

etc. And removal of form for: (a) Footing, bases of
4 column etc.
2 250.00 0.100 50.00 sqm 359.10 17955.00

Total Rs 2413702.50
Say Rs 2414000.00
(Rupees Fourteen Lakhs Thirteen Thousand Only)
 DETAILED ESTIMATE FOR CONSTRUCTION OF SIDE DRAIN

S/No SOR Description No L B H Qtty Unit Rate (Rs) Amount (Rs)

1 2.06
Earthwork in excavation over areas (exeeding 30cm in depth,1.5m in width
as well as 10sqm on plan) including disposal of excavated earth, lead upto
50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

(a) Ordinary and hard soil

1 180.00 0.500 0.400 36.00 cum
Total 36.00 cum 411.50 14814.00

2 4.03 Providing and laying in position cement concrete of specified grade

excluding cost of centering and shuttering - All work upto plinth level:

(a)1:3:6(1 cement :3 course sand :6 stone aggregate 20mm

nominal size)
1 180.00 0.50 0.10 9.00 cum
Total 9.00 cum 7350.60 66155.40

3 5.28 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix M-20 grade reinforced cement concrete
excluding cost of centering and shuttering and reinforcement in -
a) All work upto plinth level.
1 180.00 0.40 0.13 9.36 cum
2 180.00 0.40 0.13 18.72 cum
Total 28.08 cum 10678.70 299857.90

4 5.18 Steel reinforcement for RCC work including straighthening, cutting,

bending, placing in position and binding all complete.
b) TMT bars of grade Fe-500 or more
@ 100.00 kg/cum 28.08 2808.00 kg 101.60 285292.80

5.10 Centering and shuttering including strutting,propping etc. And

5 removal of form for: (a) Footing, bases of column etc.
2 180.00 0.400 144.00 sqm 359.10 51710.40

Total Rs 717830.50
Say Rs 718000.00
(Rupees Eight Lakhs Fourteen Thousand Only)
 DETAILED ESTIMATE FOR CONSTRUCTION OF PAVILLION

S/No SOR Description No L B H Qtty Unit Rate (Rs) Amount (Rs)

Sub Head 1 : Earthwork

1.1 2.06
Earthwork in excavation over areas (exeeding 30cm in depth,1.5m in width as
well as 10sqm on plan) including disposal of excavated earth, lead upto 50m
and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

(a) Ordinary and hard soil

1 20.00 5.00 0.280 28.00 cum
Total 28.00 cum 411.50 11522.00

1.2 2.07 Earthwork in excavation in foundation trenches etc. not exceeding 2m depth

a) Ordinary Soil
Foundations
F1 10 1.50 1.50 1.80 40.50 cum
F2 2 1.20 1.20 1.50 4.32 cum
Total 44.82 cum 419.90 18819.92

1.3 2.17 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

F1 10 1.50 1.50 1.80 40.50 cum

F2 2 1.20 1.20 1.85 5.33 cum
S.Total= 45.83 cum 129.50 5934.73

Sub Head 1 Total 36276.64

Sub Head 2 : PCC

2.1 4.03 Providing and laying in position cement concrete of specified grade excluding
cost of centering and shuttering - All work upto plinth level:
(a)1:3:6(1 cement :3 course sand :6 stone aggregate 20mm nominal
size)
Foundations
F1 10 1.50 1.50 0.10 2.25 cum
F2 2 1.20 1.20 0.10 0.29 cum
GF Gallery 4 7.50 0.75 0.08 1.80 cum
2 7.50 0.45 0.08 0.54 cum
FF Gallery 3 18.00 1.00 0.08 4.32 cum
2 4.60 1.00 0.08 0.74 cum
Total 9.93 cum 7350.60 73020.86

Sub Head 2 Total 73020.86

Sub Head 3 : RCC

3.1 5.28 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix M-20 grade reinforced cement concrete
excluding cost of centering and shuttering and reinforcement in -
a) All work upto plinth level.
Foundations
 Rectangular portions
F1 10 1.50 1.50 0.15 3.38 cum
F2 2 1.20 1.20 0.20 0.58 cum
Trapezoidal portions
F1
n 10
h 0.4
A1 1.50 1.50 2.25
A2 0.75 0.75 0.56
0.5(A1+A2)*h*n 5.63 cum
F2
n 2
h 0.38
A1 1.20 1.20 1.44
A2 0.75 0.75 0.56
0.5(A1+A2)*h*n 0.76 cum
S.Total= 10.34 cum

Plinth Beam
2 18.00 0.215 0.35 2.71 cum
5 4.50 0.210 0.35 1.65 cum
Total 4.36 cum
G.Total 14.70 cum 10678.70 156973.69

b)All work above plinth level upto floor V level.

Gallery Beam 2 18.00 0.250 0.40 3.60 cum
5 4.50 0.250 0.40 2.25 cum
5 1.50 0.250 0.40 0.75 cum
5 1.00 0.250 0.40 0.50 cum
Roof Beam 1 18.00 0.250 0.30 1.35 cum
Step Beam 2 1.50 0.250 0.30 0.23 cum
2 2.55 0.250 0.30 0.38 cum
Total 9.06 cum

Column 5 3.90 0.350 0.35 2.39 cum

5 6.75 0.350 0.35 4.13 cum
2 2.00 0.250 0.25 0.25 cum
Total 6.77 cum

Slabs 1 18.00 4.850 0.125 10.91 cum

Gallery 1 18.00 7.000 0.150 18.90 cum
Total 29.81 cum

Stair
landing 2 2.60 1.50 0.15 1.17
flight 4 3.25 1.30 0.15 2.54
step 18 1.30 0.30 0.200 1.40 cum
Total 5.11 cum
G. Total 50.75 cum 11443.00 580756.57

3.2 5.18 Steel reinforcement for RCC work including straighthening, cutting, bending,
placing in position and binding all complete.
b) TMT bars of grade Fe-500 or more
Foundations @ 100.00 kg/cum 10.34 1033.70 kg
 Columns @ 310.00 kg/cum 6.77 2099.67 kg
Beams @ 270.00 kg/cum 9.06 2445.53 kg
Slabs @ 100.00 kg/cum 29.81 2981.25 kg
Staircase @ 120.00 kg/cum 5.11 613.08 kg
Total Rebar= 9173.22 kg 101.60 931999.03

3.3 5.10 Centering and shuttering including strutting,propping etc. And removal of form
for:
a) Foundations, footings, bases of columns etc. for mass concrete.
Foundations
A=n*(2L+2B)*t n L B t Area
F1 10 1.5 1.5 0.15 9.00 sqm
F2 2 1.2 1.2 0.20 1.92 sqm
Total 10.92 sqm 359.10 3921.37

c) Columns, pillars, piers, abutments, posts and struts.

Columns
Rec. Column
A=n*L*(2b+2d) n L b d
Plinth level
CF 10 1.60 0.35 0.35 22.40 sqm
CF1 2 1.50 0.25 0.25 3.00 sqm
C 5 3.90 0.35 0.35 27.30 sqm
5 6.75 0.35 0.35 47.25 sqm
2 2.00 0.25 0.25 4.00 sqm
103.95 sqm 618.40 64282.68

d) Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc.

Beams
A=n*L*(b+2d) n L b d Area
Plinth Beam
2 18.00 0.22 0.35 33.12 sqm
5 4.50 0.21 0.35 20.48 sqm
Gallery Beams 2 18.00 0.25 0.40 37.80 sqm
5 4.50 0.25 0.40 23.63 sqm
5 1.50 0.25 0.40 7.88 sqm
5 1.00 0.25 0.40 5.25
Roof Beams 1 18.00 0.25 0.30 15.30 sqm
Step Beams 2 1.50 0.25 0.30 2.55 sqm
2 2.55 0.25 0.30 4.34 sqm
Total 150.33 sqm 480.10 72173.43

(e)Suspended floors, roofs, landings, shelves and their support, balconies and chajjaj,etc.
Slabs Area =n*L*B
Slabs n L B
1 18.00 4.850 87.30
1 18.00 7.000 126.00
Total 213.30 sqm 673.30 143614.89
Stair
landing 2 2.60 1.50 7.80 sqm
flight 4 3.25 1.30 16.90 sqm
step 36 1.30 0.30 14.04 sqm
Total 38.74 sqm 673.30 26083.64
 Sub Head 3 Total 1979805.29

Sub Head 4 : Brick Works

4.1 6.06 Half brick masonry with first class brick in superstructure above plinth level
upto floor V level.
a) in cement moratar 1:4 ( 1 cement : 4 coarse sand )
Ground Floor
External W 2 7.50 3.00 45.00 sqm
2 8.70 3.50 60.90 sqm
4 2.40 3.50 33.60 sqm
GF Gallery 2 7.50 0.30 4.50 sqm
4 0.75 0.30 0.90 sqm
2 7.50 0.60 9.00 sqm
4 0.75 0.60 1.80 sqm
2 7.50 0.90 13.50 sqm
4 0.75 0.90 2.70 sqm
FF Gallery 3 18.00 0.25 13.50 sqm
2 4.60 0.50 4.60 sqm
Parapet 1 18.35 1.00 18.35 sqm
2 6.00 1.00 12.00 sqm
Toilet wall 2 2.30 3.20 14.72 sqm

S. Total 235.07 sqm

Deduction
D 2 1.00 2.00 4.00 sqm
D1 2 0.90 2.00 3.60 sqm
S Total 7.60 sqm
Total 227.47 sqm 1635.00 371913.45

Sub Head 4 Total 371913.45

Sub Head 5 : Stone Works

5.1 7.03 Coursed rubble masonry (First sort) with hard stone in foundation and plinth
with:
a) in cement mortar 1 : 3 ( 1cement : 3 coarse sand)
Step 1 18.35 0.30 0.15 0.83 cum
1 18.35 0.30 0.30 1.65 cum
1 18.35 0.60 0.40 4.40 cum
Total 6.88 cum 6863.50 47229.46

Sub Head 5 Total 47229.46

Sub Head 6 : Wood Works

6.1 9.06 Providing 1st class local wood dressed in frames of chaukat for doors,
windows,
D 2 2x(1.0+2) 0.10 0.10 0.12 sqm
D1 2 2x(.9+2) 0.10 0.10 0.12 sqm
Total 0.24 sqm 51372.80 12329.47

6.2 9.31 Providing and fixing 40mm thick panelled door shutter comprising of
styles and
D 2 0.90 1.80 3.24 rm
 D1 2 0.80 1.80 2.88 rm
Total 6.12 rm 5970.10 36537.01

Sub Head 6 Total 48866.48

Sub Head 7 : Plastering

7.1 20.12 15mm cement plaster 1 : 4 (1 cement : 4 fine sand)

wall same as item4.1(6.06) 454.94 sqm
step same as item5.1(7.03) 22.02 sqm
Total 476.96 sqm 309.70 147714.51

7.2 20.25 6mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand)

Ceiling/slab 426.60
step/stair 77.48
column 103.95
beam 150.33
Total 758.36 sqm 222.50 168735.10
Sub Head 7 Total 316449.61

Sub Head 8 : Painting

8.1 20.49 Applying one coat of cement primer of approved brand and manufacture on
wall surface.
A) ready mix white primer
Qtty vide 15mm plaster area 476.96
Qtty vide 6mm plaster area 758.36
Total 1235.32 sqm 96.90 119702.51

8.2 20.74 Wall paiting with water and weather proof paint (Latex Emulsion
base) on cement
Item 1/20.49 1235.32
Total 1235.32 sqm 152.90 188880.43

8.3 20.51 Applying priming coat with ready mixed pink or Grey primer of approved brand
and manufacture on wood work and plywood complete.
Chaukhats
4 1.00 0.10 0.40
8 2.00 0.10 1.60
Total 2.00 sqm 74.40 148.80

8.4 20.72 Painting with synthetic enamel paint of approved brand and manufacture in all
shades on new work (two or more coats).
b) High gloss
As per item no 3/20.51 2.00 sqm 142.90 285.80

Sub Head 8 Total 309017.54

Sub Head 9 : Steel Works

9.1 10.08
Steel work in tubular trusses etc. including cutting, hoisting in position etc.

Truss-1
R1-PIP 63.70 kg
603m
 R1-PIP 25.15 kg
483m
R1-PIP 11.55 kg
424m
R1-PIP 1.99 kg
269m 4 Nos. 409.56 kg
Truss-2
R1-PIP 66.09 kg
603m
R1-PIP 26.88 kg
483m
R1-PIP 12.30 kg
424m
R1-PIP 1.99 kg
269m
Truss-3
Beam-1
R1-PIP 90.61 kg
603m
R1-PIP 48.88 kg
424m
Truss-4
Beam-2
R1-PIP 16.00 kg
483m
R1-PIP 13.78 kg
337mm
R1-PIP 16.00 kg
483m
R1-PIP 13.78 kg
337mm
Purlin
R1-PIP 495.00 kg
424m
Column
R1-PIP 83.75 kg
889m
Total 1294.62 kg
Add 10% for plate etc. 129.46 kg
G. Total 1424.08 kg 176.40 251208.06

9.2 9.16 Supplying and fixing MS decorative railing 80cm high in staircase consiting of
1 40.00 40.00 m
Total 40.00 m 2278.50 91140.00
Sub Head 9 Total 342348.06

Sub Head 10 : Aluminium Works

10.1 11.01 Providing and fixing anodised aluminium work for doors, windows, ventilators
and
(a) 2 - track sliding windows/ventilators.
W/V 6 1.00 1.80 10.80
V 2 1.00 0.45 0.90
G Total 11.70 kg 4481.60 52434.72
 10.2 11.02 Supplying of glass panes at site.
a) 4mm thick plate sheet glass
W/V 6 1.00 1.80 10.80 rm
V 1 1.00 0.45 0.45 rm
Total 11.25 rm 654.80 7366.50

Sub Head 10 Total 59801.22

Sub Head 11 : Roofing

11.1 16.11 Providing Trapezoidal Polyester Coated Galvanised Steel Sheets Roofing of
any colour

(ii) for 0.50 mm thick

1 18.90 6.00 113.40
1 18.90 2.30 43.47
Total 156.87 sqm 1464.50 229736.12

11.2 16.12 Providing and fixing of Polyester Coated Galvanised Steel Sheets of any
colour

(ii) for 0.50 mm thick

1 18.90 18.90 rm
Total 18.90 rm 697.20 13177.08

Sub Head 10 Total 242913.20

Total Rs 3827641.82
S Total Rs 3827641.82
Add 5% Internal Water Supply & Sanitary Installation Rs 191382.09
Add12.5% Internal Electrification Rs 478455.23
Add External Services (5% of internal) Rs 33491.87
Fire Fighting (Wet riser system) @ Rs 768.4 per sqm of floor area (702 sqm) Rs 539416.80
Total Rs 5070387.80
G Total Rs 5070387.80
Say Rs 5070000.00
(Rupees Fifty Lakhs Seventy Thousand Only)
 DETAILED ESTIMATE FOR CONSTRUCTION OF RETAINING WALL/BREAST WALL

S/No SOR Description No L B H Qtty Unit Rate (Rs) Amount (Rs)

Sub Head 1 : Earthwork

1.1 2.07 Earthwork in excavation in foundation trenches or drains etc. (not exceeding
1.5m in width or 10sqm on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5m including getting out excavated soil and disposal of
surplus excavated soil as directed within a lead of 50 metres.

(b) Hard Soil (pick work )

Retaining Wall (New 1 145.00 1.20 1.04 180.96 cum
Wall)
Total 180.96 cum 629.90 113986.70

Sub Head 2 : PCC

2.1 4.03 Providing and laying in position cement concrete of specified grade excluding
cost of centering and shuttering - All work upto plinth level:
(a)1:3:6(1 cement :3 course sand :6 stone aggregate 20mm nominal
size)
Retaining Wall (New 1 145.00 1.20 0.20 34.80 cum
Wall)
Total 34.80 cum 7350.60 255800.88

Sub Head 3 : Stone Works

3.1 7.08 Coursed masonry with rectangular sized hard stone in foundation upto one
storey above and below ground level including curing etc. complete
a) in cement mortar 1 : 3 ( 1cement : 3 fine sand)
Retaining Wall (New
1 145.00 1.00 3.30 478.50 cum
Wall)
Total 478.50 cum 9190.40 4397606.40

3.2 7.17 Back filling behind abutment, wing wall and return wall complete as per
drawing and technical specification.
a) gravelly material
1 145.00 1.20 3.30 574.20 cum
Total 574.20 cum 1086.00 623581.20

Total Rs 5390975.18
Say Rs 5391000.00
(Rupees Fourteen lakhs Six Thousand only)