M.P.

RURAL ENGINEERING SERVICES

DETAILED PROJECT REPORT
NAME OF WORK:- Multipurpose Complex
Situation of Work :
Block
District :
Estimated cost : 90.88 Lacs

Prepared By :-
EXECUTIVE ENGINEER
RURAL ENGINEERING SURVICE
 TECHNICAL REPORT
1 Name of work :- Construction of multipurpose complex

2 Place :-

3 Block :-

4 District :-
:-
5 Amount :- 90.88 Lakh

6 Fund :-

7 Administrative :-
Sanction

8 Technical :-
Sanction

9 necessity :- Anganwadi, cultural program and

other facilities
11 Rate :- RES SOR 2022

12 Agency :- Rural Engineering Services

Sub Engineer SDO E.E.

RES RES RES
 Model Estimate for Construction of Multipurpose Complex
Estimated Cost 90.88 Lakhs
S.N. Item Particular of Item No L B D Qty. Unit Rate Amount
1 2 3 4 5 6 7 8 9 10 11
A. Sub Structure
1 307 (B) Earth work in excavation in trenches for foundations and for pipes, cables etc. not
exceeding 1.5m in width and for shafts, cesspits and the like not exceeding 10sqm on
plan including dressing of sides and ramming of bottoms lift upto 1.5m including
getting out the excavated soil and disposal of surplus excavated soil as directed, within
a lead of 50m. (b) Dense or hard soil

Footing 14 1.50 1.80 1.50 56.70

Footing-2 34 1.20 1.50 1.50 91.80
Long Wall 3 20.00 0.90 0.40 21.60
1 17.30 0.90 0.40 6.23
1 3.30 0.90 0.40 1.19
Short Wall 3 13.15 0.90 0.40 14.20
4 11.65 0.90 0.40 16.78
1 6.00 0.90 0.40 2.16
Septik Tank 2 2.90 1.90 1.80 19.84
Steps 3 4.00 1.20 0.10 1.44
Total Quantity 231.93 Cum 186.80 43324.52
2 413 (B) Providing and laying in foundation, plinth and under floors cement concrete with
40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing
complete excluding cost of form work (B). C.C. 1:3:6 (1cement, 3sand, 6metal)

Footing 14 1.50 1.80 0.10 3.78

Footing-2 34 1.20 1.50 0.10 6.12
Long Wall 3 20.00 0.90 0.10 5.40
1 17.30 0.90 0.10 1.56
1 3.30 0.90 0.10 0.30
 Short Wall 3 13.15 0.90 0.10 3.55
4 11.65 0.90 0.10 4.19
1 6.00 0.90 0.10 0.54
Septik Tank 2 2.90 1.90 0.10 1.10
Hall 1 12.00 7.50 0.10 9.00
Room 8 3.70 3.00 0.10 8.88
corridor 1 22.40 1.75 0.10 3.92
1 9.30 2.50 0.10 2.33
porch 1 3.30 2.00 0.10 0.66
Lath Bath 2 3.20 3.00 0.10 1.92
Steps 2 3.50 1.20 0.15 1.26
Steps 2 3.50 0.90 0.15 0.95
Steps 2 3.50 0.60 0.15 0.63
Steps 2 3.50 0.30 0.15 0.32
Plinth Protecion 2 37.70 1.00 0.30 22.62
ramp 2 3.00 1.80 0.30 3.24
Total Quantity 82.26 Cum 3692.00 303687.31
3 425 (b) Providing and placing in position RCC for roof, beams, columns column footing
lintels chhajjas, balcony, stairs etc, excluding cost of reinforcement but including
centring, shuttering, proping, finishing & curing etc.complete (b) CC 1:1.5:3 (1
cement, 1.5 sand, 3 graded stone aggregate 20mm nominal size)
Footing 14 1.40 1.70 0.30 10.00
Footing-2 34 1.10 1.40 0.30 15.71
14 0.60 0.60 0.30 1.51
34 0.60 0.60 0.30 3.67
Column Upto Plinth 14 0.30 0.50 1.85 3.88
34 0.30 0.30 1.85 5.66
Plinth Beam Long Wall 3 20.00 0.30 0.30 5.40
1 17.30 0.30 0.30 1.56
1 3.30 0.30 0.30 0.30
Short Wall 3 13.15 0.30 0.30 3.55
4 11.65 0.30 0.30 4.19
 1 6.00 0.30 0.30 0.54
Septik Tank Wall 2 2.90 0.15 1.80 1.57
2 1.50 0.15 1.80 0.81
Septik Tank Slab 2 3.00 2.00 0.12 1.44
Total Quantity 59.79 Cum 6494.00 388266.52
4 904 (B) Providing and placing in position tested steel for R.C.C. work including cutting,
bending, binding etc. as per drawings and placing in position complete up to floor two
level including cost of binding wire and all wastage etc. complete. (B) Cold twisted /
Hot rolled deformed / Thermo mechanicaly treated steel bars

1.2 % of CC 5632.08 Kg 92.60 521530.30

5 605 (K) Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation. (K)
Cement mortar 1:8 (1cement, 8sand)

Long Wall 3 20.00 0.45 0.90 24.30

1 17.30 0.45 0.90 7.01
1 3.30 0.45 0.90 1.34
Short Wall 3 13.15 0.45 0.90 15.98
4 11.65 0.45 0.90 18.87
1 6.00 0.45 0.90 2.43
Total Quantity 69.92 Cum 4708.20 329212.65
6 402 Filling foundation, around masonry work, plinth, sides of foundation etc. with moorum
I/c ramming layers not exceeding 20cm in depth consolidating each deposited layers
by ramming and watering lead upto 50m and lift upto 1.5m.
Hall 1 12.00 7.50 0.60 54.00
Room 8 3.70 3.00 0.60 53.28
corridor 1 22.40 1.75 0.60 23.52
1 9.30 2.50 0.60 13.95
porch 1 3.30 2.00 0.60 3.96
Lath Bath 2 3.20 3.00 0.60 11.52
Total Quantity 160.23 Cum 300.80 48197.18
B. Super Structure
7 605 (J) Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation. (J)
Cement mortar 1:6 (1cement, 6sand)
Long Wall 1 80.60 0.20 3.00 48.36
Short Wall 1 92.05 0.20 3.00 55.23
-3 7.20 0.20 3.00 -12.96
-4 3.00 0.20 3.00 -7.20
-6 1.75 0.20 3.00 -6.30
D1 -3 1.50 0.20 2.50 -2.25
D2 -9 1.00 0.20 2.50 -4.50
W1 -8 1.00 0.20 1.20 -1.92
W2 -2 0.90 0.20 1.20 -0.43
Ventillator -16 0.90 0.20 0.30 -0.86
Total Quantity 67.16 Cum 4835.00 324737.94
8 606 Add for masonry in supper structure above plinth level up to floor two level 67.16 Cum 310.20
20834.27
10 902 Steel work welded in built up sections, framed work, including cutting hoisting fixing
in position in gratings, frames, guard bars, ladders, railing, brackets and similar works
& trusses and trussed purlins up to 25m span and 15 m over all height.

D 1 (1.5 X 2.50 m) @ 90kg 3 90.00 270.00

D 2 (1.0 X 2.50 m) @ 60kg 9 60.00 540.00
W 1 (1.0 x 1.20m) @ 50kg 8 60.00 480.00
W 2 (0.90 x 1.20m) @ 40kg 2 50.00 100.00
Ventillator (0.90 x 0.30m) @ 8kg 16 8.00 128.00
D 3 (0.75 X 2.10m) @ 50kg 2 50.00 100.00
Total Quantity 1518.00 Kg 110.70 168042.60
11 922 Providing and fixing M.S. grills of required pattern to wooden frames of windows etc.
with M.S. flats at required spacing and frame around,round or square bars with round
headed bolts and nuts or by screws.
Grill 2.0 x 1.20m @ 45kg
12 540.00 Kg 137.50 74250.00
12 425 (B) Providing and placing in position RCC for roof, beams, columns column footing
lintels chhajjas, balcony, stairs etc, excluding cost of reinforcement but including
centring, shuttering, proping, finishing & curing etc.complete (B) CC 1:1.5:3 (1
cement, 1.5 sand, 3 graded stone aggregate 20mm nominal size)
Column 14 0.30 0.50 3.00 6.30
28 0.30 0.30 3.00 7.56
Lintel Beam total 1 130.00 0.20 0.15 3.90
Chhajja 12 1.60 0.60 0.088 1.01
Roof Beam Long wall 2 12.00 0.30 0.70 5.04
29 2.70 0.20 0.30 4.70
6 3.30 0.20 0.30 1.19
Short Wall 8 3.40 0.20 0.30 1.63
12 2.20 0.20 0.30 1.58
11 1.72 0.20 0.30 1.14
Staircase 1 8.00 1.50 0.15 1.80
20 0.30 1.50 0.08 0.67
porch beam 2 2.00 0.20 0.30 0.24
1 3.00 0.20 0.30 0.18
Slab 1 22.50 15.25 0.12 41.18
porch 1 4.20 3.00 0.12 1.51
-1 13.80 3.10 0.12 -5.13
-1 12.20 1.70 0.12 -2.49
Total Quantity 72.00 Cum 6494.00 467599.17
13 904 (B) Providing and placing in position tested steel for R.C.C. work including cutting,
bending, binding etc. as per drawings and placing in position complete up to floor two
level including cost of binding wire and all wastage etc. complete. (B) Cold twisted /
Hot rolled deformed / Thermo mechanicaly treated steel bars

1.2 % of cc 6782.85 Kg 92.60 628092.11

14 1245 White glazed tiles 6mm thick in flooring, treads of steps and landings laid on a bed of
12mm thick cement mortar 1:3 finished with flush pointing in white cement.

Hall 1 12.00 7.50 90.00

rooms 8 3.70 3.00 88.80
corridor 1 9.00 3.00 27.00
corridor 1 22.00 1.75 38.50
porch 1 3.30 2.00 6.60
Steps 4 3.00 0.30 3.60
Total Quantity 250.90 Sqm 1309.50 328553.55
WC Bath 2 3.20 3.70 23.68
4 3.70 1.50 22.20
4 3.20 1.50 19.20
4 1.50 1.50 9.00
4 1.20 1.50 7.20
Deduct - D2 -4 0.75 1.50 -4.50
Total Quantity 76.78 Sqm 1309.50 100543.41
16 1245 White glazed tiles 6mm thick in flooring, treads of steps and landings laid on a bed of
12mm thick cement mortar 1:3 finished with flush pointing in white cement.

Hall 2 12.00 0.10 2.40

2 7.50 0.10 1.50
rooms 16 3.70 0.10 5.92
16 3.00 0.10 4.80
corridor 2 9.00 0.10 1.80
2 3.00 0.10 0.60
 corridor 2 22.00 0.10 4.40
2 1.75 0.10 0.35
steps 4 3.00 0.10 1.20
D1 -2 1.50 0.10 -0.30
D2 -4 1.00 0.10 -0.40
Total Quantity 22.27 Sqm 1309.50 29162.57
17 1005 (c) 10mm thick cement plaster on fair side of wall in (c) Cement mortar 1:5 (1cement,
5sand)
Hall 2 12.00 3.30 79.20
Hall 2 7.50 3.30 49.50
Room 16 3.70 3.30 195.36
Room 16 3.00 3.30 158.40
corridor 2 22.00 3.30 145.20
2 1.75 3.30 11.55
2 9.20 3.30 60.72
Bath 4 3.20 2.50 32.00
Bath 4 3.70 2.50 37.00
D1 -2 1.50 2.50 -7.50
D2 -9 1.00 2.50 -22.50
D3 -2 0.75 2.10 -3.15
Total Quantity 735.78 Sqm 140.60 103450.67
18 1007 (c) 15mm thick cement plaster on rough side of wall in (c) Cement mortar 1:5 (1cement,
5sand)Wall
Long 2 22.40 4.00 179.20
Short Wall 2 15.25 4.00 122.00
D1 -1 1.50 2.50 -3.75
W1 -7 1.00 1.20 -8.40
W2 -2 0.90 1.20 -2.16
Total Quantity 286.89 Sqm 183.40 52615.63
19 1307 White washing whith lime on undecorated wall surfaces (3coats) to give an even shade
including thoroughly broomed the surface to remove all dirt, dust, mortar drops and
other foreign matter.
As per Item no. 1007 286.89
As per Item no. 1005 735.78
 As per Item no. 1254 250.90
As per Item no. 1245 23.68
Total Quantity 1297.25 Sqm 17.30 22442.43
20 2578 Providing and applying white cement based putty of
average thickness 1 mm, of approved brand over the
plastered wall surface to prepare the surface even and
smooth i/c all cost of material, labour and scaffold etc
in all position complete.
986.68 Sqm 74.00 73014.32
22 1333 Prime coat to wood, iron work or walls.
D1 6 1.50 2.50 22.50
D2 18 1.00 2.50 45.00
D3 8 0.75 2.10 12.60
W1 18 0.90 1.20 19.44
W2 4 0.90 1.20 4.32
Ventilation 22 0.90 0.30 5.94
Total Quantity 109.80 Sqm 38.40 4216.32
23 1335 (b) Painting with enamel paint, brushing, interior to give an even shade I/n cleaning the
surface of all dirt dust and other foreign matter on steel and other metal surfaces. (b) 2
coats
As per Item no. 1333 109.80 Sqm 86.50 9497.70
24 2585 indian artistic painting Gond or Bhil Painting on any 25.00 2.50 62.50 Sqm 1988.00
wall surface (itrterior or e$erioO hy usinerxrured/smdh
exlerior/inrdior pai of
apptuved bBnd or MaNfsturer inculding prep$arion ol 124250.00
surfacB dd m$ of all nateidl
labour a0d sffolding etc. ComDlcle as perdn@iion of
EnEncc-ii Chese

Boundary wall as per estimate 100m 501434.78

Gravel Approach Road 100m as per Estimate with
HPC and Paver Block 400063.60
TOTAL 5067019.54
Add for GST 18% 912063.52
 Add for Sanitary Fitting 6% 304021.17
Add for Electrification 8% 405361.56
Add for Karmkar Mandal 1% 50670.20
Add for work charge contingency 3.5% 177345.68
TOTAL 6916481.67
Add for Rooftop solar system and illumination 600000.00
Add for Toys and other activity for children 50000.00
Add for making green energy provisions 200000.00
Add for ANM centre tools and dispensary 100000.00
Add for rainwater harvesting system installation 95000.00
Add for Furniture 100000.00
Add for Drinking water facilities including borewell 200000.00
Sub-Total 8261481.67
Add for tender percentage 10% 826148.17

9087629.84
GRAND TOTAL

Say in Lakhs 90.88

Sub Engineer SDO Executive Engineer

RES RES RES
 Name of Detailed Estimate for Boundary Wall and Paver Block
Estimated Cost
S.N Length Widt Heig Complet e Complete
o. Item Particular of Item Nos. (M) h (M) ht (M) Qty. Unit Rate Amount
1 2 3 4 5 6 7 8 9 10 12
307 Earth work in excavation in trenches for foundations and for pipes, cables etc. not
exceeding 1.5m in width and for shafts, cesspits and the like not exceeding 10sqm on plan
1 including
(b) (b) Dense dressing of sides and ramming of bottoms lift upto 1.5m including getting out
or hard soil
Column 33 1.00 1.00 1.10 36.67
36.67 cum 186.80 6849.33
Providing and laying in foundation, plinth and under floors cement concrete with 40mm
nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete
2 413 (b) excluding cost of form work

Column Footing 33 1.00 1.00 0.10 3.33

3.33 cum 3692.00 12306.67
Providing and placing in position RCC for roof, beams, columns column footing lintels
chhajjas, balcony, stairs etc, excluding cost of reinforcement but including centring,
3 425 b shuttering, proping, finishing & curing etc.complete
(b) CC 1:1.5:3 (1 cement, 1.5 sand, 3 graded stone aggregate 20mm
nominal size)

footing 33 0.70 0.70 0.20 3.27

Column 33 0.20 0.20 3.00 4.00
Beam 1 93.33 0.30 0.20 5.60

Total Quantity 12.87 cum 6494.00 83556.13

4 904 b Providing and placing in position tested steel for R.C.C. work including cutting, bending,
binding etc. as per drawings and placing in position complete up to floor two level
including cost of binding wire and all wastage etc. complete.
0.8% of rcc work 808.03 kg 92.60 74823.27
5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation
etc. in layers not exceeding 20cm in depth consolidating each deposited layers by
ramming and watering lead upto 50m and lift upto 1.5m
401 Total Quantity 36.67 cum 94.80 3476.00
 605 j Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.
6 (j) Cement mortar 1:6 (1cement, 6sand)

Total Quantity 1 91.03 0.2 1.5 27 cum 4835.00 132043.85

605 k (k) Cement mortar 1:8 (1cement,
8sand) below plinth 1 91.03 0.2 0.2 4 cum 4708.20 17144.13
15mm thick cement plaster on fair side
of wall in
7 1007 (c) Cement mortar 1:5 (1cement, 2 91.03 1.80 327.72 sqm 183.40 60103.85
6sand)
8 1307 White washing whith lime on undecorated wall surfaces (3coats) to 327.72
sqm 17.30 5669.56
give an even shade including thoroughly broomed the surface to
9 2559 Providing and laying factory made 1 25 5 sqm 702.00 87750.00
coloured Cement Concrete paver
blocks of required strength, 125.00
thickness and size/shape

902 Steel work welded in built up sections, framed work, including cutting hoisting fixing in
10
position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses
and trussed purlins up to 25m span and 15 m over all height

160 kg 110.700 17712

GRAND TOTAL 501435
Say ( in Lakhs) 5.01
 DETAILED ESTIMATE FOR CONSTRUCTION OF GRAVEL ROAD ( WBM )
No. Particular Of Item No L. B. D. Qty. Rate Amount
Jungle clearance including uprooting of rank vegetation, grass, brush
1 wood, saplings and tree not exceeding 30cm girth and removing not
exceeding 50meters outside the periphery of the area cleared.
2 100 1.00 200.0 10.800 2160.0
102
sqm per sqm
Construction of embankment, subgrade & earthen shoulders with approved
material obtained from borrow pits i/c all leads and lift and removal of top
soil if any, including cost of land as a source of material, transporting to site,
2 spreading, graded by motor grader to required slope and compacting using
vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables
300.1 and 300.2 including all leads, as per Technical Specification Clauses
301.4, 301.5, and 303.

Subgrade 1 100.0 5.50 0.30 165.0

2052
Shoulders 2 100.0 1.25 0.30 75.0
Total 240.0 197.800 47472.0
cum per cum
Transportation rates for different construction materials. Moorum, sand,
3
earth, surkhi, fly ash, cement and mortars. (VI) 3.0 Km. Lead
Subgrade 100% of total quantity Item no 2 240.0 170.190 40845.6
1904
cum per cum
4 Providing laying and compacting of W.B.M. sub base/ base course including
preparation and compaction of sub base and spreading of clean and
crushed aggregate to proper grade and camber including application of
screenings for interlocking, sprinkling of water and rolling with power roller
as per clause 404 (excluding inverted choke and scarifying of existing
bitumenous surfaces) for- Grading No. 3 Material, (53 to 22.4mm size) with
moorum as screening

WBM / Gravel 1 100.0 3 0.175 52.5 1479.40 77668.5

2014
cum per cum
 5 Construction of granular sub-base (GSB) by naturally occurred material or
river born material or by crushed metal or mixture of two or more, to bring
the material in appropriate grading mentioned in table 400.1, (I, II or III) of
specifications for rural roads(MORD), having minimum soacked CBR value
of 20, Liquid Limit and Plasticity Index should not be more then 25 and 6
respectively, mixing by mix in place method by rotavator, spreading in 4%
camber and required gradient with tractor mounted grader or labourers on
prepared surface, watering at OMC and compacting with 80 to 100 kN static
weight rollers to achieve desired density minimum 100% of the MDD as per
IS:2720 (Part-7). Complete work as per specifications for rural roads
(MORD) clause 401, i/c all leads and lifts of materials etc. complete.
(a) For minimun soacked CBR Value of 20

WBM / Gravel 1 100.0 5 0.05 25.0 1156.70 28917.5

2039
cum per cum
Hpc as per estimate 200000
6 Sign Board 3000
Total 400063.6
Say in Lakhs Rs 4.00

Sub Engineer SDO Executive Engineer

RES RES RES