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SWACH PROJECT, DUNGARPUR
PRESCRIBED FORM FOR SUBMISSION OF EXPRESSION OF INTEREST
Note : - The Expression of Interest must be submitted strictly in accordance
with all the terms & conditions of the EOI notice and EOI form issued by the
SWACH OFFICE, otherwise the EOI shall not be considered and shall be rejected
outright. The process consists of Inviting initially Technical details of
the reputed firms in the area of civil work construction/ civil material
supply work and then short listing those experienced and technically sound
firms who satisfy the pre-qualification criteria for inviting financial
offers to carry out the work. A committee constituted by the SWACH OFFICE
will short list firms who qualify in the pre-qualification criteria and
technically sound agencies capable of carrying out the work on the basis of
their past record of work . Financial bids will be invited only from
technically qualified firms
PROJECT OFFICER
SWACH Dungarpur
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PROJECT OFFICER, SWACH PROJECT DUNGARPUR (RAJ.)(GANDHI ASHRAM, UDAIPUR ROAD DUNGARPUR Tel. No. : 02964-232208)
POSWACH/DPR/TS/2015/791-96 Date : 26.08.15
EXPRESSION OF INTEREST
Expression of Interests in the form of Technical bids are inv ited on or
before 10-09-2015, 2.00Pm, from reputed firms having exper ience in civil
construction/ civil Material Supply. Details are availabl e on the web site
www.swachudr.org or can be obtained from SWACH Dungarpur Office.
Item Estimated
Cost
EMD Tender
Fee
A Construction of Community
Hall at Various TAD Hostel
109.35 Lac 218700/- Rs. 1000/-
B PVC Pressure Pipe 40.00 Lac 80000/- Rs. 1000/-
C Mechanical Equipment &
Accessories
22.00 Lac 44000/- Rs. 1000/-
D Electrical Accessories 38.00 Lac 76000/- Rs. 1000/-
Expression of Interests in a sealed Envelope must be submitt ed to the
project officer, SWACH PROJECT, DUNGARPUR along with EMD and
Tender Fee on or before 10/9/2015, 2.00PM. Expression of Interests received
shall be opened and examined by a committee constituted by th e PO
SWACH Dungarpur on 10/9/2015 at 3.00 PM.
Project officer
SWACH Dungarpur
PO SWACH/Dungarpur/2015/ 791-96 Date : 26.08.15
Copy to :-1- Director SWACH Project Udaipur
2- Project officer T.A.D. Dungarpur
3- Rajasthan Patrika (Sagar Agency) / Dainik Bhaskar (Please Advertise NIT in
Division Level)
4- Atma ki Jwala / Vagaddut Dainik/Urgent Time
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Pre-Qualification/Eligibility Criteria
Based on the nature, scope and volume of work, Project Offie SWACH will
consider EOI from experienced and reputed agencies who satisfies following
Pre-qualification/Eligibility Criteria.
Sno Basic Requirement Specific Requirement Documents
Required
1 Legal Entity The bidder should be a
proprietor ship firm
registered under the
Rajasthan Shops &
Commercial Establishments
Act or a similar act of any
other State/Union, as
applicable OR A company
registered under India
Companies Act 1956 OR A
partnership firm
registered under Indian
Partnership Act 1932
Copy of valid
Registration
Certificates/
copy of
certificate of
incorporation
2 Financial: Turn over
from Civil
Construction
related work
The Bidder should have a
minimum annual turn over of
Rs 1 crores in any of the
last three financial
years. The bidder should be
in a profitable position
for all these three years.
Audited copies of
Balance Sheet and
Profit & Loss
Account of last
three Financial
years 2012-13,
2013-14, 2014-15
OR Certificate
from CA with CA’s
Registration No.
& Seal
3 Technical
Capability
(i)The bidder should be an
established, reputed and
reliable firm in the field
of civil construction work
and must have completed
similar or equivalent 2
project worth Rs. 25 lacs
and above.
(i) Copy of work
orders or
satisfactory
completion of
civil
construction
stating nature of
work carried out
and Quantity
carried out from
Registrar/Head of
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the Institution
4 Tax registration and
Clearance
The bidder should have
necessary Tax
registrations
Copy of Sales
Tax/Service tax
registration and
PAN card.
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SWACH PROJECT DUNGARPUR
NAME OF WORK :- DETAIL ESTIMATE FOR THE CONSTRUCTION OF
COMMUNITY HALL AT BOYS RESIDENTIAL SCHOOL SURPUR P.S.
DUNGARPUR DISTRICT DUNGARPUR
Estimated Cost : Based On PWD BSR 2013 Circle Dungarpur
HALL SIZE (40' x 40') 21.87
S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 Surface dressing of the ground
including removing vegetation and
inequalities not exceeding 15cm deep
and disposal of rubbish lead up to 50
mtr and lift up to 1.5 mtr All kind of
soil. (P No B-1/7 No 1.34)
1 90.00 90.00 8100.00
sqm 753.49
7.53 366.00 2757.772 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr. All kind of soft/lose soil (P
No B-1/2 No 1.8)
column 11 7.00 5.75 5.00 2213.75
column 4 6.50 5.75 5.00 747.50
column 5 4.75 4.75 5.00 564.06
hall 4 22.00 3.00 4.00 1056.00
hall 2 13.00 3.00 4.00 312.00
kitchen 4 19.00 3.00 4.00 912.00
kitchen 3 11.00 3.00 4.00 396.00
porch 1 24.00 3.00 4.00 288.00
porch 1 20.00 3.00 4.00 240.00
porch 2 4.00 3.00 4.00 96.00
porch 1 10.00 3.00 4.00 120.00
TOTAL :- cuft 6945.31
196.56
cum (80% Qty Earth work 157.25 106.00 16668.443 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr.Including stacking of useful
material if vaailable Ordinary rock (P
No B-1/2 Item No 9.9.1)
cum (20% Qty Earth work 39.31 251.00 9867.40
1]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
4 Providing and Laying in position
Cement concrete including curring
compaction etc.in specified grade
excluding the cost of centering and
shuttering - All work up to plinth Level
1:4:8 (1 cement : 4 course sand : 8
graded stone aggregate 40mm nominal
size) (P No B-3/14 Item No 3.2.7)
11 7.00 5.75 0.50 221.38
4 6.50 5.75 0.50 74.75
5 4.75 4.75 0.50 56.41
4 22.00 3.00 0.50 132.00
2 13.00 3.00 0.50 39.00
4 19.00 3.00 0.50 114.00
3 11.00 3.00 0.50 49.50
1 24.00 3.00 0.50 36.00
1 20.00 3.00 0.50 30.00
2 4.00 3.00 0.50 12.00
1 10.00 3.00 0.50 15.00
TOTAL :- 723.03
CUM 20.46 2698.00 55208.535 Filling in plinth with locally available
river shingle under floors including
watering ramming consolidating and
dressing complete including cost of
shingles sand. (P No B-1/7 Item No
1.33)
Hall 1 26.75 18.75 2.50 1253.91
Porch 1 19.25 11.75 2.50 565.47
Coridor 1 44.00 4.00 2.50 440.00
Coutyard 1 14.75 19.25 2.50 709.84
Room 1 11.75 11.25 2.50 330.47
Store 1 6.75 11.00 2.50 185.63
kitchen 1 11.75 11.00 2.50 323.13
1 9.75 6.00 2.50 146.25
1 14.00 7.00 2.50 245.00
4199.69
cum 118.86 541.00 64301.556 Filling available excavated earth
(excluding rock) in trenches, plinth side
of foundation etc. in layers not
exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering including lead
up to 50 mtr and with all lift (P No B-
1 18.00 9.00 1.00 162.00
1 38.00 4.00 1.00 152.00
1 14.00 7.00 1.00 98.00
412.00
cum 11.67 51.00 595.07
2]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
7 Random.Rubble.Stone masonry
forFoundation and plinth in cement
sand mortar above 30cm thick wall
cement mortar 1:6 (1 cement:6 sand) (P
No B-1/7 Item No 1.30)
I Offcet 4 22.00 2.50 4.00 880.00
2 13.00 2.50 4.00 260.00
4 19.00 2.50 4.00 760.00
3 11.00 2.50 4.00 330.00
1 24.00 2.50 4.00 240.00
1 20.00 2.50 4.00 200.00
2 4.00 2.50 4.00 80.00
1 10.00 2.50 4.00 100.00
II Offcet 4 22.00 2.00 1.50 264.00
2 13.00 2.00 1.50 78.00
4 19.00 2.00 1.50 228.00
3 11.00 2.00 1.50 99.00
1 24.00 2.00 1.50 72.00
1 20.00 2.00 1.50 60.00
2 4.00 2.00 1.50 24.00
1 10.00 2.00 1.50 30.00
III Offcet Plinth 4 22.00 1.50 1.50 198.00
2 13.00 1.50 1.50 58.50
4 19.00 1.50 1.50 171.00
3 11.00 1.50 1.50 74.25
1 24.00 1.50 1.50 54.00
1 20.00 1.50 1.50 45.00
2 4.00 1.50 1.50 18.00
1 10.00 1.50 1.50 22.50
4346.25
TOTAL :- cum 122.99 1755.00 215855.028
Brick masonary in foundation and
plinth with bricks of class designation
75 in Cement mortar 1: 6 (1 cement : 6
coarse sand) Add extra for brick work
in super structure up to third storey (P
No B-5/27 Item No 5.1.7 & 5.2)
Long Wall 2 17.50 0.75 10.00 262.50
4 13.25 0.75 10.00 397.50
1 9.75 0.75 10.00 73.13
1 12.00 0.75 10.00 90.00
1 7.50 0.75 10.00 56.25
4 19.75 0.75 10.00 592.50
Short wall 1 11.50 0.75 10.00 86.25
1 12.50 0.75 10.00 93.75
4 40.00 0.75 3.00 360.00
2011.88
56.93
Deduction W 13 3.00 0.75 7.00 204.75
V 3 2.00 0.75 4.00 18.00
D 3 6.00 0.75 8.00 108.00
D 6 2.50 0.75 8.00 90.00
420.75
11.91
cum Net Qty 45.03 3060.00 137783.13
3]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
9Half brick masanory in foundation and
plinth using brick of designation 75
cement mortar 1 : 4 (1 cement : 4
coarse sand) Add extra for half brick
masanory in super structure upto third
story including cost of nominal hoop
reinforcement (2 Nos, 6mm M.S. bar at
every fourth course) (P No B-5/28 Item
No 5.8.3 & 5.9)
1 7.00 10.00 70.00
1 2.50 10.00 25.00
2 4.00 10.00 80.00
175.00
16.28
Deduction 3 2.50 7.00 52.50
4 2.00 1.00 8.00
60.50
5.63
Sqm Net Qty 10.65 392.00 4175.2610 Centering and shuttering with plywood
or steel sheets including strutting
prooping bracing both ways and
removel of formwork for foundation in
basements rafts, footings, straps beams,
bases of columns etc. upto plinth level.
(P No B-4/19 Item No 4.6)
column (11X4) 5.00 1.00 220.00
column (4X4) 4.00 1.00 64.00
column (5X4) 3.00 1.00 60.00
stair base 1 4.00 1.00 4.00
2 2.00 1.00 4.00
352.00
sqm 32.74 99.00 3241.6711
Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Suspendede floor roofs landing
staircase, balconies, girders, centilevers,
bands, coping bed plates, ancher blocks,
sills, chhajjas, lintel, beam etc. (P No
B-4/20 Item No 4.7.2)
Plinth beam (2X4) 39.25 0.75 235.50
Plinth beam (2X4) 43.50 0.75 261.00
Plinth beam (2X1) 2.75 0.75 4.13
Plinth beam (2X2) 19.75 0.75 59.25
Plinth beam (1X2) 11.25 0.75 16.88
Plinth beam 1 12.50 0.75 9.38
586.13
sqm 54.52 189.00 10304.90
4]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
12 Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Columns, pillar, posts and struts etc. (P
No B-4/20 Item No 4.7.3)
Lintel (2x4) 19.50 0.75 87.75
Beam (1X2) 12.50 0.75 18.75
Beam (2X1) 3.50 0.75 5.25
Beam (2X1) 2.50 0.75 3.75
porchslab 1 14.00 9.00 126.00
stair ramp 1 25.00 4.00 100.00
projection 1 20.50 2.00 41.00
projection 1 32.00 4.00 128.00
projection 1 40.00 4.00 160.00
projection 4 21.00 2.00 168.00
670.50
sqm 62.37 179.00 11164.6013
Providing and laying in position
specified grade of cement concrete for
all RCC structural elements upto plinth
level including curing compaction,
finishing with rendering in cement sand
mortar 1 : 3 (1 cement : 3 coarse sand)
and making good the joints excluding
the cost of cenetering , shuttering and
reinforcement M20 grade nominal mix
(with graded stone aggregate 20mm
nominal size) (P No B-4/18 Item No
4.2.1.2)
11 7.00 5.75 1.00 442.75
4 6.50 5.75 1.00 149.50
1 4.00 4.00 2.00 32.00
2 17.50 1.00 0.75 26.25
4 13.25 1.00 0.75 39.75
1 9.75 1.00 0.75 7.31
4 19.75 1.00 0.75 59.25
1 11.50 1.00 0.75 8.63
765.44
cum 21.66 4967.00 107581.4414
Providing and laying in position
specified grade of cement concrete for
all RCC strustural elements upto floor
three level including curing
compaction, finishing with rendering in
cement sand mortar 1 : 3 (1 cement : 3
coarse sand) and making good the joints
excluding the cost of cenetering ,
shuttering and reinforcement for -
Beams, suspended floor , roofs,
griders,having slops up to 15 landing,
balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases
and spiral staircases M20 grade
nominal mix. (P No B-4/21 Item No
4.12.3)
11 2.00 0.75 14.00 231.00
4 1.50 0.75 14.00 63.00
5 0.75 0.75 14.00 39.385]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
2 17.50 0.75 0.75 19.69
4 13.25 0.75 0.75 29.81
1 9.75 0.75 0.75 5.48
4 19.50 0.75 0.75 43.88
2 11.50 0.75 0.75 12.94
2 12.50 0.75 0.75 14.06
4 3.50 1.50 0.50 10.50
4 2.50 1.50 0.50 7.50
1 40.00 40.00 0.50 657.05
1 4.00 2.50 0.50 5.00
1 14.00 9.00 0.50 63.00
1 25.00 4.00 0.50 50.00
1 2.50 0.75 1.50 2.81
1 32.00 0.75 1.50 36.00
1 40.00 0.75 1.50 45.00
4 21.00 0.75 1.50 94.50
1255.10
35.55 4945.00 175770.4315
Providing and fabricating reinforcement
for R C c work including straightening,
cutting, bending, placing in position
and binding (inclding cost of binding
wire) all complete up to floor three
level Hot rolled deformed bars . (P No
B-4/21 Item No 4.12.3)
Qty as per Item No 13 21.66 86.00 1862.69
Qty as per Item No 14 35.55 90.00 3199.06
kg 5061.75 68.00 344199.1416 Random rubble dry stone kharanja
under floor (P No B-11/128 Item No
11.44)
1 28.00 19.00 0.50 266.00
1 11.75 12.00 0.50 70.50
1 12.00 7.25 0.50 43.50
1 14.75 9.25 0.50 68.22
1 11.00 12.00 0.50 66.00
1 4.00 6.75 0.50 13.50
1 7.25 4.00 0.50 14.50
1 4.00 4.00 0.50 8.00
1 2.50 7.00 0.50 8.75
1 14.25 9.00 0.50 64.13
1 10.50 19.25 0.50 101.06
1 4.00 40.00 0.50 80.00
804.16
cum 22.77 498.00 11341.5417 Plaster on new surface on walls in
cement sand mortar 1:6 including
racking of joint etc. complete fine finish
20mm thick. (P No B-12/135 Item No
12.9.2)
(A) Inner Plaster
1 28.00 11.50 322.00
2 19.00 11.50 437.00
beam 2 11.00 11.50 253.00
stair ramp 2 12.00 12.00 288.00
6 4.00 11.50 276.00
hr 4 7.00 11.50 322.00
2 7.00 11.50 161.00
2 4.00 11.50 92.00
2 14.75 11.50 339.25
2 19.25 11.50 442.756]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 11.75 11.50 135.13
1 12.00 7.25 87.00
1 14.75 19.25 283.94
1 11.00 11.50 126.50
1 4.00 6.75 27.00
1 7.25 4.00 29.00
1 4.00 4.00 16.00
1 2.50 7.00 17.50
1 14.25 9.00 128.25
1 4.00 40.00 160.00
Outer Plaster 2 40.00 15.00 1200.00
1 29.50 12.00 354.00
1 19.50 12.00 234.00
1 10.50 12.00 126.00
1 20.50 12.00 246.00
4 4.00 6.00 96.00
7 4.00 12.00 336.00
2 40.00 3.00 240.00
1 25.00 4.00 100.00
1 25.00 7.50 187.50
7062.81
657.01
Deduction 13 3.00 7.00 273.00
3 2.00 4.00 24.00
3 6.00 8.00 144.00
6 2.50 8.00 120.00
4 2.00 1.00 8.00
569.00
52.93
sqm Net Qty 604.08 97.00 58595.3318
Polished blue kota stone flooring
skirting laid over 20mm thick base of C
M 1:4 and jointed with grey cement
slurry to match the shade of the slab
including rubbing and polishing
complete (P No B-11/126 Item No
11.35.3)(a) For area of each slab from 2001 to 5000
sq cm 25mm thick slab
1 28.00 19.00 532.00
1 11.00 12.00 132.00
1 14.75 19.25 283.94
1 12.00 11.75 141.00
1 12.00 7.00 84.00
1 2.50 7.00 17.50
1 10.50 19.50 204.75
1 4.00 40.00 160.00
1 14.00 9.00 126.00
1681.19
156.39 630.00 98525.41
7]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
(b) For area of each slab from 901 to 2000
sq cm 25mm thick slab (P No B-11/126
Item No 11.35.2 (a))
1 28.00 0.50 14.00
2 19.00 0.50 19.00
2 11.00 0.50 11.00
12 12.00 0.50 72.00
2 14.75 0.50 14.75
2 19.25 0.50 19.25
2 12.00 0.50 12.00
2 11.75 0.50 11.75
2 12.00 0.50 12.00
2 7.00 0.50 7.00
2 2.50 0.50 2.50
2 10.50 0.50 10.50
2 4.00 0.50 4.00
2 14.00 0.50 14.00
2 7.00 0.50 7.00
2 19.00 0.50 19.00
1 40.00 0.50 20.00
1 9.00 0.50 4.50
11 3.25 0.75 26.81
21 4.25 1.00 89.25
21 4.25 0.50 44.63
434.94
sqm 40.46 638.00 25813.0318 a
19Polished blu kota stone slab having fine
machine cut edges laid on 12mm (av)
thick cement mortar 1:3 and jointed
with grey cement slurry mixed with
pigment to match the shade of the slab,
including rubbing and polishing
complete 30mm thick slab area 2001 to
5000 sq cm (P No B-11/127 Item No
11.37.3)
(2X4) 7.00 1.00 56.00
(2X5) 7.00 0.50 35.00
(2X4) 3.00 1.00 24.00
(2X5) 3.00 0.50 15.00
23 3.00 1.00 69.00
24 3.00 0.50 36.00
235.00
21.84 699.00 15266.2620
Providing and fixing T iron frames for
doors windows and ventilators of mild
steel Tee=sections, joints mitred and
welded with 15X3mm lugs 10cm long
embeded in cement concrete blocks
15X10X10cm of 1 :3 :6(1 cement
3coarse sand 6 graded stone aggregate
20mm nominal size) or with wooden
plugs and screws or rawl plugs and
screw or with fixing clips or with bolts
and nuts as require including fixing of
necessary butt hings and screw and
applying a priming coat of approved
steel primer (P No B-9/93 Item No
9.13)
kg 250.00 92.00 23000.00
8]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
21Providing and fixing flush door shutters
non decorative type (hello core
construction) with internel frame of Ist
grade wood having styles and top rails
of 100mm wodth & bottom and lock
rails of 150mm width with 3 nos cross
battens of 50mm thick width and 12nos
50mm vertial moddle member throught
length using 4mm thick commercial ply
on both faces of shutters & 6 mm thick
beading of respective wood using with
approved steel fitting as per annexure A
30mm thick (P No B-8/83 Item No
8.20.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
3 3.00 7.00 63.00
3 2.50 7.00 52.50
568.50
52.83 1871.00 98853.4922
Supplynig and fixing fixed wire gage of
14 mesh X24 gaugeti tha metel frame
of rolled section by metel beading
20X3mm with suitable screw at not
exceeding 150mm distance. (P No B-
9/98 Item No 9.31)
Area sams as per Glazed Door sqm 13 3.00 7.00 273.00
2 3.00 5.00 30.00
3 3.00 2.00 18.00
4 2.00 4.00 32.00
353.00
32.84 543.00 17830.6023 Providing and fixing steel gate
grating and grills made of angles
,tees ,square bars or flats black pipe
with hold fast and fitting complete as
per design and drawing including
cuting welding and febrication with
priming coat of red oxide (P No B-
9/95 Item No 9.19)kg 400.00 79.00 31600.00
24 Construction of septic Tank in all types
of soil with 40 cm thick masonary in
CM 1:6:15 Cm thick C C bed of 1:5:10
M -15 grade C C flooring & over stone
slab covering , 80 mm thick slab
jointing of slab in CM 1:3 Ralthal,
Kharanja, 50 mm thick stone partition
walls 20 mm thick plaster in CM 1:6
finished with near floating cement, 4
Nos C.I foot rests of approved design
two No 450 mm dia each Ferro cement
cover with frame, earth work etc.
complete as per approved drawing
including disposal of surplus earth
(P No B-3/43 Item No 3.29.3)
Size 400 X 140 X 150 CM (50 user )
Total Each 1 26918.00 26918.00
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
25 Construction of Main hole, in all types
of soil, inner size 1.5 * 1.2 M, with
450mm thick masonry in CM 1:6, 10
CM. thick ecment concrete 1:5:10 in
foundation, 20mm thick inside plaster
in CM 1:6, finished with floating neat
cement, 50mm thick M-15 grade C.C.
flooring ferro cement cover with frame
of 450mm dia earth work etc complete
including disposal of surplus earth with
in 50 mtr lead as per design(depth upto
1.5mtr)
(P No B-3/41 Item No 3.22.1)
Total each 1 1.00 13366.00 13366.00
26 Construction of chamber in all types of
soil with 300mm thick masonry in C.M.
1:6, 100mm thick cement concrete
1:5:10 in foundation 20mm thick inside
plaster in CM 1:6, finished with
floating neat cement, 50mm thick M-15
grade CC flooring, earth work etc.
complete as per design including
desposal of surplus earth with in a lead
of 50 mtr . Inside size 450 X 450mm
depth upto 0.5 M Cement cover with
frame (P No B-3/42 Item No 3.23.2)
Total Each 2 2.00 1722.00 3444.00
27 Construction of soakage well in all
types of soil 300mm thick dry stone
masonry top & bottom 300mm course
in CM 1:6, 80mm thick stone slab
jointing of slab in CM 1:3 ralthal
Kharanja 40mm thick M-15 grade CC
flooring earth work complete as per
approved drawing including disposal of
earth with in a lead of 50 mtr Size
300Cm dia outside & 300 Cm depth (P
No B-3/42 Item No 3.24.1)
Total each 1 1.00 12537.00 12537.00
28 Providing & Laying jointing glazed SW
pipes grade "A" (IS : 651 marked) of
approved make with spun yarn & stiff
mixture of cement mortar 1:1
excavation & refilling of earth in all
types of soil upto 1.2 m depth S.W.
fittings including testing of joints etc (P
No S-3/30 Item No 3.1.1 & 3.1.2)
100mm dia Mtr 10 10.00 191.00 1910.00
150mm Dia Mtr 10 10.00 323.00 3230.00
29 P & F I Qulity WVc Urinal with 25mm
dia GI waste of pipe dome waste
coupling concealed iron brackets or
screw etc complete Flate back small
456 X 355 X 265mm (S No B-1/3 Item
No 1.15.1)
No 1 1.00 987.00 987.00
10]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
30 Providing & laying C.C. 1:5:10 (stone
aggregate 40mm nominal size) all
around S.W. pipe including 15Cm.
Thick bed concrete(width W = diameter
of pipe in cm+30cm) (excluding cost of
pipe)
(P No B-3/31 Item No 3.2.1 & 2.2.2)
100mm Dia SW pipe Mtr 10 10.00 460.00 4600.00
150mm Dia 10 10.00 552.00 5520.00
31 P & F SW square month Gully trap 'A'
grade (ISI marked) of approved make of
design in existing man- hole size
150x100mm.
(P No S-3/32 Item No 3.4.2)
Total No 2 2.00 191.00 382.00
32 P & F GI pipe (internal work) with GI
fittings (IS : 1239 mark) & MS clamps
including cutting & making good the
walls and floors
A) 15mm dia nominal bore 'A' class pipe. Mtr 1 20.00 20.00 162.00 3240.00
B) 25mm dia nominal bore 'A' class pipe Mtr 1 20.00 20.00 284.00 5680.00
(P No S-2/17 Item No 2.1.1 & 2.1.3)
33 Supply of GI unions (IS) for pipe fitting
(P No S-3/28 Item No 2.32.1 & 2.32.3)
15 mm Dia No 10 10.00 58.00 580.00
25 mm Dia No 10 10.00 121.00 1210.00
34 P & F Bib cock (IS : 8931 mark)
superior quality of approved make
Brass 400 grams. 15mm (P No S-2/20
Item No 3.7.1) No. 6 6.00 351.00
2106.00
35 P & F Full way valve (IS : 778 mark or
wheel valve of approved make. Gun
metal 15mm. (P No S-2/23 Item No
2.15.1) No. 2 2.00 316.00
632.00
36 P & F Flush cock /Flush Valve (IS :
9758 mark For WC of approved Quality
make cp brash exposed 25 mm nominal
bore (P No S-2/22 Item No 2.14.3)
No. 2 2.00 1026.00
2052.00
37 P & F European type white glazd
vitreous china Ist quality W C including
cuting and making good the wall and
floor Wall Mounting (syphonic) (P No
S-1/2 Item No 1.7.3)
Total No. 2 2.00 4303.00 8606.00
38 P&F PVC Storage Tank (IS : 12701
marked indicating the BIS license No.)
of approved make with cover, 25mm
dia 1M long G.I. over-flow pipe & 25
Cm. long wash out pipe with plug &
socket, including making connection
etc. complete of approved design. 1000
liters (P No S-2/26 Item No 2.26.5)
Total No 2 2.00 8097.00 16194.00
11]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
39 P & F rigid PVC Pipe (IS: 4985 mark)
class II/(4 Kg/Cm2) approved quality
/make including joining the pipe with
solvent cement rubber ring and
lubricant (P No B-3/38 Item No 3.19.3)
110 mm dia Mtr 1 30.00 30.00 200.00 6000.00
40 Providing and fixing Ist quality MAT
finished ceremic tiles size 300 X
300mm confirming to IS 13753 colour
such as white, grey, ivory, fume red
brown, in walls, floor, steps, pillar etc.
laid on a bed of neat cement slury
including nicely finished joints using
water proof joint filler powder (untile
or roffe make) and finishing with flush
pointing in white cement mixed with
pigment to match the shade of tile
complete (including the cost of cement
mortsr bed 1:4) categary A kajariya,
jhonson, somani make. (P No S-1/15
Item No 1.65)
WC wall 8 4.00 7.00 224.00
Bath 2 8.00 7.00 112.00
Flooring 2 6.50 7.00 91.00
1 9.00 4.00 36.00
1 8.00 4.00 32.00
1 3.50 4.00 14.00
1 4.00 4.00 16.00
Total sqft 525.00
48.84 990.00 48348.84
41 Providing and fixing Ist qualitystandard
white, grey, ivory, fume red brown,
light green, light blue and other light
shades glazed tiles ISI marked (IS :
13753) of size 300mm X 200mm in
walls, floors, steps, pillars etc. laid on a
bed of neat cement slur (P No S-1/15
Item No 1.64.4)
1 8.00 4.00 32.00
1 8.00 4.00 32.00
64.00
5.95 1086.00 6465.49
42 Providing batta (gola) 75mm X 75mm
in cement concrete (1:2:4) including
finishing with cement mortar 1 :3 as per
standard design. (P No B-10/106 Item
No 10.8)
1 160.00 160.00
160.00
mtr 48.78 36.00 1756.10
43 Distempering with oil bound washable
distemper of approved brand and
manufecture to give an even shade
including all scaffolding New work
(two or more coats) over and including
scraping and priming coat with cement
primer. (P No B-12/142 Item No
12.51.1)12]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
Area same as per Inner plaster 604.08 51.00 30807.85
44 Applying birla Jk white cement based
putty over cement plaster surface for
making even surface. (P No B-12/134
Item No 12.5)
604.08 157.00 94839.87
45 Applying priming coat with ready mix
pink or grey primer of approved brand
and menufacture on wood work hard
and soft wood. (P No B-12/143 Item
No 12.55.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 26.00 1823.63
46 Painting with enemel paint of approved
brand and manufacture to give an even
shade two or more coats on new work.
(P No B-12/145 Item No 12.68.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 56.00 3927.81
47 Structural steel work in single section
fixed without connecting plate
including cuting hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete
above plinth level upto 4.5 mtr height
in RS Joist. (P No B-15/168 Item No
15.17.2)
kg 200.00 62.00 12400.0048
Grading for roof water proofing
treatment with : Cement concrete 1:2:4
(1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size)
with water proof compound as per
manufactures specification. (P No B-
15/168 Item No 15.17.2)
1 40.00 40.00 0.12 1457.05
174.85
cum 4.95 3870.00 19163.24
13]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
49
Crazy marble stone flooring 20mm
thick marble stone over roof black or of
specifed color topping including filling
the gapes with cement maeble chips
mix in proportion of 4:7 (4 cemnt : 7
white black or white or black marble
chips) size from 1mm to 4mm by
volume and under layer of 25mm thick
cement concrete (1:2:4, graded stone
aggregate 12.5mm nominal size)
rubbing and polishing and cement
slurry etc. complete. (P No B-11/124
Item No 11.28.2)
1 38.00 38.00 1444.00
1444.00
sqm 134.33 482.00 64744.93
TOTAL 1943771.77
2.3% Conti. Charges 44706.75
Total 1988478.52
10% Establishment Charges 198847.85
GRAND TOTAL 2187326.37
2187326.00
Say 21.87
14]
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SWACH PROJECT DUNGARPUR
NAME OF WORK :- DETAIL ESTIMATE FOR THE CONSTRUCTION OF
COMMUNITY HALL AT BOYS ASHRAM HOSTEL E.M.R.S. PARDA CHUNDAVAT
P.S. SABALA DISTRICT DUNGARPUR
Estimated Cost : Based On PWD BSR 2013 Circle Dungarpur
HALL SIZE (40' x 40') 21.87
S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 Surface dressing of the ground
including removing vegetation and
inequalities not exceeding 15cm deep
and disposal of rubbish lead up to 50
mtr and lift up to 1.5 mtr All kind of
soil. (P No B-1/7 No 1.34)
1 90.00 90.00 8100.00
sqm 753.49
7.53 366.00 2757.772 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr. All kind of soft/lose soil (P
No B-1/2 No 1.8)
column 11 7.00 5.75 5.00 2213.75
column 4 6.50 5.75 5.00 747.50
column 5 4.75 4.75 5.00 564.06
hall 4 22.00 3.00 4.00 1056.00
hall 2 13.00 3.00 4.00 312.00
kitchen 4 19.00 3.00 4.00 912.00
kitchen 3 11.00 3.00 4.00 396.00
porch 1 24.00 3.00 4.00 288.00
porch 1 20.00 3.00 4.00 240.00
porch 2 4.00 3.00 4.00 96.00
porch 1 10.00 3.00 4.00 120.00
TOTAL :- cuft 6945.31
196.56
cum (80% Qty Earth work 157.25 106.00 16668.443 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr.Including stacking of useful
material if vaailable Ordinary rock (P
No B-1/2 Item No 9.9.1)
cum (20% Qty Earth work 39.31 251.00 9867.40
1]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
4 Providing and Laying in position
Cement concrete including curring
compaction etc.in specified grade
excluding the cost of centering and
shuttering - All work up to plinth Level
1:4:8 (1 cement : 4 course sand : 8
graded stone aggregate 40mm nominal
size) (P No B-3/14 Item No 3.2.7)
11 7.00 5.75 0.50 221.38
4 6.50 5.75 0.50 74.75
5 4.75 4.75 0.50 56.41
4 22.00 3.00 0.50 132.00
2 13.00 3.00 0.50 39.00
4 19.00 3.00 0.50 114.00
3 11.00 3.00 0.50 49.50
1 24.00 3.00 0.50 36.00
1 20.00 3.00 0.50 30.00
2 4.00 3.00 0.50 12.00
1 10.00 3.00 0.50 15.00
TOTAL :- 723.03
CUM 20.46 2698.00 55208.535 Filling in plinth with locally available
river shingle under floors including
watering ramming consolidating and
dressing complete including cost of
shingles sand. (P No B-1/7 Item No
1.33)
Hall 1 26.75 18.75 2.50 1253.91
Porch 1 19.25 11.75 2.50 565.47
Coridor 1 44.00 4.00 2.50 440.00
Coutyard 1 14.75 19.25 2.50 709.84
Room 1 11.75 11.25 2.50 330.47
Store 1 6.75 11.00 2.50 185.63
kitchen 1 11.75 11.00 2.50 323.13
1 9.75 6.00 2.50 146.25
1 14.00 7.00 2.50 245.00
4199.69
cum 118.86 541.00 64301.556 Filling available excavated earth
(excluding rock) in trenches, plinth side
of foundation etc. in layers not
exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering including lead
up to 50 mtr and with all lift (P No B-
1 18.00 9.00 1.00 162.00
1 38.00 4.00 1.00 152.00
1 14.00 7.00 1.00 98.00
412.00
cum 11.67 51.00 595.07
2]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
7 Random.Rubble.Stone masonry
forFoundation and plinth in cement
sand mortar above 30cm thick wall
cement mortar 1:6 (1 cement:6 sand) (P
No B-1/7 Item No 1.30)
I Offcet 4 22.00 2.50 4.00 880.00
2 13.00 2.50 4.00 260.00
4 19.00 2.50 4.00 760.00
3 11.00 2.50 4.00 330.00
1 24.00 2.50 4.00 240.00
1 20.00 2.50 4.00 200.00
2 4.00 2.50 4.00 80.00
1 10.00 2.50 4.00 100.00
II Offcet 4 22.00 2.00 1.50 264.00
2 13.00 2.00 1.50 78.00
4 19.00 2.00 1.50 228.00
3 11.00 2.00 1.50 99.00
1 24.00 2.00 1.50 72.00
1 20.00 2.00 1.50 60.00
2 4.00 2.00 1.50 24.00
1 10.00 2.00 1.50 30.00
III Offcet Plinth 4 22.00 1.50 1.50 198.00
2 13.00 1.50 1.50 58.50
4 19.00 1.50 1.50 171.00
3 11.00 1.50 1.50 74.25
1 24.00 1.50 1.50 54.00
1 20.00 1.50 1.50 45.00
2 4.00 1.50 1.50 18.00
1 10.00 1.50 1.50 22.50
4346.25
TOTAL :- cum 122.99 1755.00 215855.028
Brick masonary in foundation and
plinth with bricks of class designation
75 in Cement mortar 1: 6 (1 cement : 6
coarse sand) Add extra for brick work
in super structure up to third storey (P
No B-5/27 Item No 5.1.7 & 5.2)
Long Wall 2 17.50 0.75 10.00 262.50
4 13.25 0.75 10.00 397.50
1 9.75 0.75 10.00 73.13
1 12.00 0.75 10.00 90.00
1 7.50 0.75 10.00 56.25
4 19.75 0.75 10.00 592.50
Short wall 1 11.50 0.75 10.00 86.25
1 12.50 0.75 10.00 93.75
4 40.00 0.75 3.00 360.00
2011.88
56.93
Deduction W 13 3.00 0.75 7.00 204.75
V 3 2.00 0.75 4.00 18.00
D 3 6.00 0.75 8.00 108.00
D 6 2.50 0.75 8.00 90.00
420.75
11.91
cum Net Qty 45.03 3060.00 137783.13
3]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
9Half brick masanory in foundation and
plinth using brick of designation 75
cement mortar 1 : 4 (1 cement : 4
coarse sand) Add extra for half brick
masanory in super structure upto third
story including cost of nominal hoop
reinforcement (2 Nos, 6mm M.S. bar at
every fourth course) (P No B-5/28 Item
No 5.8.3 & 5.9)
1 7.00 10.00 70.00
1 2.50 10.00 25.00
2 4.00 10.00 80.00
175.00
16.28
Deduction 3 2.50 7.00 52.50
4 2.00 1.00 8.00
60.50
5.63
Sqm Net Qty 10.65 392.00 4175.2610 Centering and shuttering with plywood
or steel sheets including strutting
prooping bracing both ways and
removel of formwork for foundation in
basements rafts, footings, straps beams,
bases of columns etc. upto plinth level.
(P No B-4/19 Item No 4.6)
column (11X4) 5.00 1.00 220.00
column (4X4) 4.00 1.00 64.00
column (5X4) 3.00 1.00 60.00
stair base 1 4.00 1.00 4.00
2 2.00 1.00 4.00
352.00
sqm 32.74 99.00 3241.6711
Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Suspendede floor roofs landing
staircase, balconies, girders, centilevers,
bands, coping bed plates, ancher blocks,
sills, chhajjas, lintel, beam etc. (P No
B-4/20 Item No 4.7.2)
Plinth beam (2X4) 39.25 0.75 235.50
Plinth beam (2X4) 43.50 0.75 261.00
Plinth beam (2X1) 2.75 0.75 4.13
Plinth beam (2X2) 19.75 0.75 59.25
Plinth beam (1X2) 11.25 0.75 16.88
Plinth beam 1 12.50 0.75 9.38
586.13
sqm 54.52 189.00 10304.90
4]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
12 Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Columns, pillar, posts and struts etc. (P
No B-4/20 Item No 4.7.3)
Lintel (2x4) 19.50 0.75 87.75
Beam (1X2) 12.50 0.75 18.75
Beam (2X1) 3.50 0.75 5.25
Beam (2X1) 2.50 0.75 3.75
porchslab 1 14.00 9.00 126.00
stair ramp 1 25.00 4.00 100.00
projection 1 20.50 2.00 41.00
projection 1 32.00 4.00 128.00
projection 1 40.00 4.00 160.00
projection 4 21.00 2.00 168.00
670.50
sqm 62.37 179.00 11164.6013
Providing and laying in position
specified grade of cement concrete for
all RCC structural elements upto plinth
level including curing compaction,
finishing with rendering in cement sand
mortar 1 : 3 (1 cement : 3 coarse sand)
and making good the joints excluding
the cost of cenetering , shuttering and
reinforcement M20 grade nominal mix
(with graded stone aggregate 20mm
nominal size) (P No B-4/18 Item No
4.2.1.2)
11 7.00 5.75 1.00 442.75
4 6.50 5.75 1.00 149.50
1 4.00 4.00 2.00 32.00
2 17.50 1.00 0.75 26.25
4 13.25 1.00 0.75 39.75
1 9.75 1.00 0.75 7.31
4 19.75 1.00 0.75 59.25
1 11.50 1.00 0.75 8.63
765.44
cum 21.66 4967.00 107581.4414
Providing and laying in position
specified grade of cement concrete for
all RCC strustural elements upto floor
three level including curing
compaction, finishing with rendering in
cement sand mortar 1 : 3 (1 cement : 3
coarse sand) and making good the joints
excluding the cost of cenetering ,
shuttering and reinforcement for -
Beams, suspended floor , roofs,
griders,having slops up to 15 landing,
balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases
and spiral staircases M20 grade
nominal mix. (P No B-4/21 Item No
4.12.3)
11 2.00 0.75 14.00 231.00
4 1.50 0.75 14.00 63.00
5 0.75 0.75 14.00 39.385]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
2 17.50 0.75 0.75 19.69
4 13.25 0.75 0.75 29.81
1 9.75 0.75 0.75 5.48
4 19.50 0.75 0.75 43.88
2 11.50 0.75 0.75 12.94
2 12.50 0.75 0.75 14.06
4 3.50 1.50 0.50 10.50
4 2.50 1.50 0.50 7.50
1 40.00 40.00 0.50 657.05
1 4.00 2.50 0.50 5.00
1 14.00 9.00 0.50 63.00
1 25.00 4.00 0.50 50.00
1 2.50 0.75 1.50 2.81
1 32.00 0.75 1.50 36.00
1 40.00 0.75 1.50 45.00
4 21.00 0.75 1.50 94.50
1255.10
35.55 4945.00 175770.4315
Providing and fabricating reinforcement
for R C c work including straightening,
cutting, bending, placing in position
and binding (inclding cost of binding
wire) all complete up to floor three
level Hot rolled deformed bars . (P No
B-4/21 Item No 4.12.3)
Qty as per Item No 13 21.66 86.00 1862.69
Qty as per Item No 14 35.55 90.00 3199.06
kg 5061.75 68.00 344199.1416 Random rubble dry stone kharanja
under floor (P No B-11/128 Item No
11.44)
1 28.00 19.00 0.50 266.00
1 11.75 12.00 0.50 70.50
1 12.00 7.25 0.50 43.50
1 14.75 9.25 0.50 68.22
1 11.00 12.00 0.50 66.00
1 4.00 6.75 0.50 13.50
1 7.25 4.00 0.50 14.50
1 4.00 4.00 0.50 8.00
1 2.50 7.00 0.50 8.75
1 14.25 9.00 0.50 64.13
1 10.50 19.25 0.50 101.06
1 4.00 40.00 0.50 80.00
804.16
cum 22.77 498.00 11341.5417 Plaster on new surface on walls in
cement sand mortar 1:6 including
racking of joint etc. complete fine finish
20mm thick. (P No B-12/135 Item No
12.9.2)
(A) Inner Plaster
1 28.00 11.50 322.00
2 19.00 11.50 437.00
beam 2 11.00 11.50 253.00
stair ramp 2 12.00 12.00 288.00
6 4.00 11.50 276.00
hr 4 7.00 11.50 322.00
2 7.00 11.50 161.00
2 4.00 11.50 92.00
2 14.75 11.50 339.25
2 19.25 11.50 442.756]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 11.75 11.50 135.13
1 12.00 7.25 87.00
1 14.75 19.25 283.94
1 11.00 11.50 126.50
1 4.00 6.75 27.00
1 7.25 4.00 29.00
1 4.00 4.00 16.00
1 2.50 7.00 17.50
1 14.25 9.00 128.25
1 4.00 40.00 160.00
Outer Plaster 2 40.00 15.00 1200.00
1 29.50 12.00 354.00
1 19.50 12.00 234.00
1 10.50 12.00 126.00
1 20.50 12.00 246.00
4 4.00 6.00 96.00
7 4.00 12.00 336.00
2 40.00 3.00 240.00
1 25.00 4.00 100.00
1 25.00 7.50 187.50
7062.81
657.01
Deduction 13 3.00 7.00 273.00
3 2.00 4.00 24.00
3 6.00 8.00 144.00
6 2.50 8.00 120.00
4 2.00 1.00 8.00
569.00
52.93
sqm Net Qty 604.08 97.00 58595.3318
Polished blue kota stone flooring
skirting laid over 20mm thick base of C
M 1:4 and jointed with grey cement
slurry to match the shade of the slab
including rubbing and polishing
complete (P No B-11/126 Item No
11.35.3)(a) For area of each slab from 2001 to 5000
sq cm 25mm thick slab
1 28.00 19.00 532.00
1 11.00 12.00 132.00
1 14.75 19.25 283.94
1 12.00 11.75 141.00
1 12.00 7.00 84.00
1 2.50 7.00 17.50
1 10.50 19.50 204.75
1 4.00 40.00 160.00
1 14.00 9.00 126.00
1681.19
156.39 630.00 98525.41
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No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
(b) For area of each slab from 901 to 2000
sq cm 25mm thick slab (P No B-11/126
Item No 11.35.2 (a))
1 28.00 0.50 14.00
2 19.00 0.50 19.00
2 11.00 0.50 11.00
12 12.00 0.50 72.00
2 14.75 0.50 14.75
2 19.25 0.50 19.25
2 12.00 0.50 12.00
2 11.75 0.50 11.75
2 12.00 0.50 12.00
2 7.00 0.50 7.00
2 2.50 0.50 2.50
2 10.50 0.50 10.50
2 4.00 0.50 4.00
2 14.00 0.50 14.00
2 7.00 0.50 7.00
2 19.00 0.50 19.00
1 40.00 0.50 20.00
1 9.00 0.50 4.50
11 3.25 0.75 26.81
21 4.25 1.00 89.25
21 4.25 0.50 44.63
434.94
sqm 40.46 638.00 25813.0318 a
19Polished blu kota stone slab having fine
machine cut edges laid on 12mm (av)
thick cement mortar 1:3 and jointed
with grey cement slurry mixed with
pigment to match the shade of the slab,
including rubbing and polishing
complete 30mm thick slab area 2001 to
5000 sq cm (P No B-11/127 Item No
11.37.3)
(2X4) 7.00 1.00 56.00
(2X5) 7.00 0.50 35.00
(2X4) 3.00 1.00 24.00
(2X5) 3.00 0.50 15.00
23 3.00 1.00 69.00
24 3.00 0.50 36.00
235.00
21.84 699.00 15266.2620
Providing and fixing T iron frames for
doors windows and ventilators of mild
steel Tee=sections, joints mitred and
welded with 15X3mm lugs 10cm long
embeded in cement concrete blocks
15X10X10cm of 1 :3 :6(1 cement
3coarse sand 6 graded stone aggregate
20mm nominal size) or with wooden
plugs and screws or rawl plugs and
screw or with fixing clips or with bolts
and nuts as require including fixing of
necessary butt hings and screw and
applying a priming coat of approved
steel primer (P No B-9/93 Item No
9.13)
kg 250.00 92.00 23000.00
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
21Providing and fixing flush door shutters
non decorative type (hello core
construction) with internel frame of Ist
grade wood having styles and top rails
of 100mm wodth & bottom and lock
rails of 150mm width with 3 nos cross
battens of 50mm thick width and 12nos
50mm vertial moddle member throught
length using 4mm thick commercial ply
on both faces of shutters & 6 mm thick
beading of respective wood using with
approved steel fitting as per annexure A
30mm thick (P No B-8/83 Item No
8.20.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
3 3.00 7.00 63.00
3 2.50 7.00 52.50
568.50
52.83 1871.00 98853.4922
Supplynig and fixing fixed wire gage of
14 mesh X24 gaugeti tha metel frame
of rolled section by metel beading
20X3mm with suitable screw at not
exceeding 150mm distance. (P No B-
9/98 Item No 9.31)
Area sams as per Glazed Door sqm 13 3.00 7.00 273.00
2 3.00 5.00 30.00
3 3.00 2.00 18.00
4 2.00 4.00 32.00
353.00
32.84 543.00 17830.6023 Providing and fixing steel gate
grating and grills made of angles
,tees ,square bars or flats black pipe
with hold fast and fitting complete as
per design and drawing including
cuting welding and febrication with
priming coat of red oxide (P No B-
9/95 Item No 9.19)kg 400.00 79.00 31600.00
24 Construction of septic Tank in all types
of soil with 40 cm thick masonary in
CM 1:6:15 Cm thick C C bed of 1:5:10
M -15 grade C C flooring & over stone
slab covering , 80 mm thick slab
jointing of slab in CM 1:3 Ralthal,
Kharanja, 50 mm thick stone partition
walls 20 mm thick plaster in CM 1:6
finished with near floating cement, 4
Nos C.I foot rests of approved design
two No 450 mm dia each Ferro cement
cover with frame, earth work etc.
complete as per approved drawing
including disposal of surplus earth
(P No B-3/43 Item No 3.29.3)
Size 400 X 140 X 150 CM (50 user )
Total Each 1 26918.00 26918.00
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
25 Construction of Main hole, in all types
of soil, inner size 1.5 * 1.2 M, with
450mm thick masonry in CM 1:6, 10
CM. thick ecment concrete 1:5:10 in
foundation, 20mm thick inside plaster
in CM 1:6, finished with floating neat
cement, 50mm thick M-15 grade C.C.
flooring ferro cement cover with frame
of 450mm dia earth work etc complete
including disposal of surplus earth with
in 50 mtr lead as per design(depth upto
1.5mtr)
(P No B-3/41 Item No 3.22.1)
Total each 1 1.00 13366.00 13366.00
26 Construction of chamber in all types of
soil with 300mm thick masonry in C.M.
1:6, 100mm thick cement concrete
1:5:10 in foundation 20mm thick inside
plaster in CM 1:6, finished with
floating neat cement, 50mm thick M-15
grade CC flooring, earth work etc.
complete as per design including
desposal of surplus earth with in a lead
of 50 mtr . Inside size 450 X 450mm
depth upto 0.5 M Cement cover with
frame (P No B-3/42 Item No 3.23.2)
Total Each 2 2.00 1722.00 3444.00
27 Construction of soakage well in all
types of soil 300mm thick dry stone
masonry top & bottom 300mm course
in CM 1:6, 80mm thick stone slab
jointing of slab in CM 1:3 ralthal
Kharanja 40mm thick M-15 grade CC
flooring earth work complete as per
approved drawing including disposal of
earth with in a lead of 50 mtr Size
300Cm dia outside & 300 Cm depth (P
No B-3/42 Item No 3.24.1)
Total each 1 1.00 12537.00 12537.00
28 Providing & Laying jointing glazed SW
pipes grade "A" (IS : 651 marked) of
approved make with spun yarn & stiff
mixture of cement mortar 1:1
excavation & refilling of earth in all
types of soil upto 1.2 m depth S.W.
fittings including testing of joints etc (P
No S-3/30 Item No 3.1.1 & 3.1.2)
100mm dia Mtr 10 10.00 191.00 1910.00
150mm Dia Mtr 10 10.00 323.00 3230.00
29 P & F I Qulity WVc Urinal with 25mm
dia GI waste of pipe dome waste
coupling concealed iron brackets or
screw etc complete Flate back small
456 X 355 X 265mm (S No B-1/3 Item
No 1.15.1)
No 1 1.00 987.00 987.00
10]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
30 Providing & laying C.C. 1:5:10 (stone
aggregate 40mm nominal size) all
around S.W. pipe including 15Cm.
Thick bed concrete(width W = diameter
of pipe in cm+30cm) (excluding cost of
pipe)
(P No B-3/31 Item No 3.2.1 & 2.2.2)
100mm Dia SW pipe Mtr 10 10.00 460.00 4600.00
150mm Dia 10 10.00 552.00 5520.00
31 P & F SW square month Gully trap 'A'
grade (ISI marked) of approved make of
design in existing man- hole size
150x100mm.
(P No S-3/32 Item No 3.4.2)
Total No 2 2.00 191.00 382.00
32 P & F GI pipe (internal work) with GI
fittings (IS : 1239 mark) & MS clamps
including cutting & making good the
walls and floors
A) 15mm dia nominal bore 'A' class pipe. Mtr 1 20.00 20.00 162.00 3240.00
B) 25mm dia nominal bore 'A' class pipe Mtr 1 20.00 20.00 284.00 5680.00
(P No S-2/17 Item No 2.1.1 & 2.1.3)
33 Supply of GI unions (IS) for pipe fitting
(P No S-3/28 Item No 2.32.1 & 2.32.3)
15 mm Dia No 10 10.00 58.00 580.00
25 mm Dia No 10 10.00 121.00 1210.00
34 P & F Bib cock (IS : 8931 mark)
superior quality of approved make
Brass 400 grams. 15mm (P No S-2/20
Item No 3.7.1) No. 6 6.00 351.00
2106.00
35 P & F Full way valve (IS : 778 mark or
wheel valve of approved make. Gun
metal 15mm. (P No S-2/23 Item No
2.15.1) No. 2 2.00 316.00
632.00
36 P & F Flush cock /Flush Valve (IS :
9758 mark For WC of approved Quality
make cp brash exposed 25 mm nominal
bore (P No S-2/22 Item No 2.14.3)
No. 2 2.00 1026.00
2052.00
37 P & F European type white glazd
vitreous china Ist quality W C including
cuting and making good the wall and
floor Wall Mounting (syphonic) (P No
S-1/2 Item No 1.7.3)
Total No. 2 2.00 4303.00 8606.00
38 P&F PVC Storage Tank (IS : 12701
marked indicating the BIS license No.)
of approved make with cover, 25mm
dia 1M long G.I. over-flow pipe & 25
Cm. long wash out pipe with plug &
socket, including making connection
etc. complete of approved design. 1000
liters (P No S-2/26 Item No 2.26.5)
Total No 2 2.00 8097.00 16194.00
11]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
39 P & F rigid PVC Pipe (IS: 4985 mark)
class II/(4 Kg/Cm2) approved quality
/make including joining the pipe with
solvent cement rubber ring and
lubricant (P No B-3/38 Item No 3.19.3)
110 mm dia Mtr 1 30.00 30.00 200.00 6000.00
40 Providing and fixing Ist quality MAT
finished ceremic tiles size 300 X
300mm confirming to IS 13753 colour
such as white, grey, ivory, fume red
brown, in walls, floor, steps, pillar etc.
laid on a bed of neat cement slury
including nicely finished joints using
water proof joint filler powder (untile
or roffe make) and finishing with flush
pointing in white cement mixed with
pigment to match the shade of tile
complete (including the cost of cement
mortsr bed 1:4) categary A kajariya,
jhonson, somani make. (P No S-1/15
Item No 1.65)
WC wall 8 4.00 7.00 224.00
Bath 2 8.00 7.00 112.00
Flooring 2 6.50 7.00 91.00
1 9.00 4.00 36.00
1 8.00 4.00 32.00
1 3.50 4.00 14.00
1 4.00 4.00 16.00
Total sqft 525.00
48.84 990.00 48348.84
41 Providing and fixing Ist qualitystandard
white, grey, ivory, fume red brown,
light green, light blue and other light
shades glazed tiles ISI marked (IS :
13753) of size 300mm X 200mm in
walls, floors, steps, pillars etc. laid on a
bed of neat cement slur (P No S-1/15
Item No 1.64.4)
1 8.00 4.00 32.00
1 8.00 4.00 32.00
64.00
5.95 1086.00 6465.49
42 Providing batta (gola) 75mm X 75mm
in cement concrete (1:2:4) including
finishing with cement mortar 1 :3 as per
standard design. (P No B-10/106 Item
No 10.8)
1 160.00 160.00
160.00
mtr 48.78 36.00 1756.10
43 Distempering with oil bound washable
distemper of approved brand and
manufecture to give an even shade
including all scaffolding New work
(two or more coats) over and including
scraping and priming coat with cement
primer. (P No B-12/142 Item No
12.51.1)12]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
Area same as per Inner plaster 604.08 51.00 30807.85
44 Applying birla Jk white cement based
putty over cement plaster surface for
making even surface. (P No B-12/134
Item No 12.5)
604.08 157.00 94839.87
45 Applying priming coat with ready mix
pink or grey primer of approved brand
and menufacture on wood work hard
and soft wood. (P No B-12/143 Item
No 12.55.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 26.00 1823.63
46 Painting with enemel paint of approved
brand and manufacture to give an even
shade two or more coats on new work.
(P No B-12/145 Item No 12.68.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 56.00 3927.81
47 Structural steel work in single section
fixed without connecting plate
including cuting hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete
above plinth level upto 4.5 mtr height
in RS Joist. (P No B-15/168 Item No
15.17.2)
kg 200.00 62.00 12400.0048
Grading for roof water proofing
treatment with : Cement concrete 1:2:4
(1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size)
with water proof compound as per
manufactures specification. (P No B-
15/168 Item No 15.17.2)
1 40.00 40.00 0.12 1457.05
174.85
cum 4.95 3870.00 19163.24
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
49
Crazy marble stone flooring 20mm
thick marble stone over roof black or of
specifed color topping including filling
the gapes with cement maeble chips
mix in proportion of 4:7 (4 cemnt : 7
white black or white or black marble
chips) size from 1mm to 4mm by
volume and under layer of 25mm thick
cement concrete (1:2:4, graded stone
aggregate 12.5mm nominal size)
rubbing and polishing and cement
slurry etc. complete. (P No B-11/124
Item No 11.28.2)
1 38.00 38.00 1444.00
1444.00
sqm 134.33 482.00 64744.93
TOTAL 1943771.77
2.3% Conti. Charges 44706.75
Total 1988478.52
10% Establishment Charges 198847.85
GRAND TOTAL 2187326.37
2187326.00
Say 21.87
14]
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SWACH PROJECT DUNGARPUR
NAME OF WORK :- DETAIL ESTIMATE FOR THE CONSTRUCTION OF
COMMUNITY HALL AT BOYS ASHRAM HOSTEL FALOJ P.S. DOVADA DISTRICT
DUNGARPUR
Estimated Cost : Based On PWD BSR 2013 Circle Dungarpur
HALL SIZE (40' x 40') 21.87
S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 Surface dressing of the ground
including removing vegetation and
inequalities not exceeding 15cm deep
and disposal of rubbish lead up to 50
mtr and lift up to 1.5 mtr All kind of
soil. (P No B-1/7 No 1.34)
1 90.00 90.00 8100.00
sqm 753.49
7.53 366.00 2757.772 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr. All kind of soft/lose soil (P
No B-1/2 No 1.8)
column 11 7.00 5.75 5.00 2213.75
column 4 6.50 5.75 5.00 747.50
column 5 4.75 4.75 5.00 564.06
hall 4 22.00 3.00 4.00 1056.00
hall 2 13.00 3.00 4.00 312.00
kitchen 4 19.00 3.00 4.00 912.00
kitchen 3 11.00 3.00 4.00 396.00
porch 1 24.00 3.00 4.00 288.00
porch 1 20.00 3.00 4.00 240.00
porch 2 4.00 3.00 4.00 96.00
porch 1 10.00 3.00 4.00 120.00
TOTAL :- cuft 6945.31
196.56
cum (80% Qty Earth work 157.25 106.00 16668.443 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr.Including stacking of useful
material if vaailable Ordinary rock (P
No B-1/2 Item No 9.9.1)
cum (20% Qty Earth work 39.31 251.00 9867.40
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Amount Rs
4 Providing and Laying in position
Cement concrete including curring
compaction etc.in specified grade
excluding the cost of centering and
shuttering - All work up to plinth Level
1:4:8 (1 cement : 4 course sand : 8
graded stone aggregate 40mm nominal
size) (P No B-3/14 Item No 3.2.7)
11 7.00 5.75 0.50 221.38
4 6.50 5.75 0.50 74.75
5 4.75 4.75 0.50 56.41
4 22.00 3.00 0.50 132.00
2 13.00 3.00 0.50 39.00
4 19.00 3.00 0.50 114.00
3 11.00 3.00 0.50 49.50
1 24.00 3.00 0.50 36.00
1 20.00 3.00 0.50 30.00
2 4.00 3.00 0.50 12.00
1 10.00 3.00 0.50 15.00
TOTAL :- 723.03
CUM 20.46 2698.00 55208.535 Filling in plinth with locally available
river shingle under floors including
watering ramming consolidating and
dressing complete including cost of
shingles sand. (P No B-1/7 Item No
1.33)
Hall 1 26.75 18.75 2.50 1253.91
Porch 1 19.25 11.75 2.50 565.47
Coridor 1 44.00 4.00 2.50 440.00
Coutyard 1 14.75 19.25 2.50 709.84
Room 1 11.75 11.25 2.50 330.47
Store 1 6.75 11.00 2.50 185.63
kitchen 1 11.75 11.00 2.50 323.13
1 9.75 6.00 2.50 146.25
1 14.00 7.00 2.50 245.00
4199.69
cum 118.86 541.00 64301.556 Filling available excavated earth
(excluding rock) in trenches, plinth side
of foundation etc. in layers not
exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering including lead
up to 50 mtr and with all lift (P No B-
1 18.00 9.00 1.00 162.00
1 38.00 4.00 1.00 152.00
1 14.00 7.00 1.00 98.00
412.00
cum 11.67 51.00 595.07
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
7 Random.Rubble.Stone masonry
forFoundation and plinth in cement
sand mortar above 30cm thick wall
cement mortar 1:6 (1 cement:6 sand) (P
No B-1/7 Item No 1.30)
I Offcet 4 22.00 2.50 4.00 880.00
2 13.00 2.50 4.00 260.00
4 19.00 2.50 4.00 760.00
3 11.00 2.50 4.00 330.00
1 24.00 2.50 4.00 240.00
1 20.00 2.50 4.00 200.00
2 4.00 2.50 4.00 80.00
1 10.00 2.50 4.00 100.00
II Offcet 4 22.00 2.00 1.50 264.00
2 13.00 2.00 1.50 78.00
4 19.00 2.00 1.50 228.00
3 11.00 2.00 1.50 99.00
1 24.00 2.00 1.50 72.00
1 20.00 2.00 1.50 60.00
2 4.00 2.00 1.50 24.00
1 10.00 2.00 1.50 30.00
III Offcet Plinth 4 22.00 1.50 1.50 198.00
2 13.00 1.50 1.50 58.50
4 19.00 1.50 1.50 171.00
3 11.00 1.50 1.50 74.25
1 24.00 1.50 1.50 54.00
1 20.00 1.50 1.50 45.00
2 4.00 1.50 1.50 18.00
1 10.00 1.50 1.50 22.50
4346.25
TOTAL :- cum 122.99 1755.00 215855.028
Brick masonary in foundation and
plinth with bricks of class designation
75 in Cement mortar 1: 6 (1 cement : 6
coarse sand) Add extra for brick work
in super structure up to third storey (P
No B-5/27 Item No 5.1.7 & 5.2)
Long Wall 2 17.50 0.75 10.00 262.50
4 13.25 0.75 10.00 397.50
1 9.75 0.75 10.00 73.13
1 12.00 0.75 10.00 90.00
1 7.50 0.75 10.00 56.25
4 19.75 0.75 10.00 592.50
Short wall 1 11.50 0.75 10.00 86.25
1 12.50 0.75 10.00 93.75
4 40.00 0.75 3.00 360.00
2011.88
56.93
Deduction W 13 3.00 0.75 7.00 204.75
V 3 2.00 0.75 4.00 18.00
D 3 6.00 0.75 8.00 108.00
D 6 2.50 0.75 8.00 90.00
420.75
11.91
cum Net Qty 45.03 3060.00 137783.13
3]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
9Half brick masanory in foundation and
plinth using brick of designation 75
cement mortar 1 : 4 (1 cement : 4
coarse sand) Add extra for half brick
masanory in super structure upto third
story including cost of nominal hoop
reinforcement (2 Nos, 6mm M.S. bar at
every fourth course) (P No B-5/28 Item
No 5.8.3 & 5.9)
1 7.00 10.00 70.00
1 2.50 10.00 25.00
2 4.00 10.00 80.00
175.00
16.28
Deduction 3 2.50 7.00 52.50
4 2.00 1.00 8.00
60.50
5.63
Sqm Net Qty 10.65 392.00 4175.2610 Centering and shuttering with plywood
or steel sheets including strutting
prooping bracing both ways and
removel of formwork for foundation in
basements rafts, footings, straps beams,
bases of columns etc. upto plinth level.
(P No B-4/19 Item No 4.6)
column (11X4) 5.00 1.00 220.00
column (4X4) 4.00 1.00 64.00
column (5X4) 3.00 1.00 60.00
stair base 1 4.00 1.00 4.00
2 2.00 1.00 4.00
352.00
sqm 32.74 99.00 3241.6711
Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Suspendede floor roofs landing
staircase, balconies, girders, centilevers,
bands, coping bed plates, ancher blocks,
sills, chhajjas, lintel, beam etc. (P No
B-4/20 Item No 4.7.2)
Plinth beam (2X4) 39.25 0.75 235.50
Plinth beam (2X4) 43.50 0.75 261.00
Plinth beam (2X1) 2.75 0.75 4.13
Plinth beam (2X2) 19.75 0.75 59.25
Plinth beam (1X2) 11.25 0.75 16.88
Plinth beam 1 12.50 0.75 9.38
586.13
sqm 54.52 189.00 10304.90
4]
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No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
12 Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Columns, pillar, posts and struts etc. (P
No B-4/20 Item No 4.7.3)
Lintel (2x4) 19.50 0.75 87.75
Beam (1X2) 12.50 0.75 18.75
Beam (2X1) 3.50 0.75 5.25
Beam (2X1) 2.50 0.75 3.75
porchslab 1 14.00 9.00 126.00
stair ramp 1 25.00 4.00 100.00
projection 1 20.50 2.00 41.00
projection 1 32.00 4.00 128.00
projection 1 40.00 4.00 160.00
projection 4 21.00 2.00 168.00
670.50
sqm 62.37 179.00 11164.6013
Providing and laying in position
specified grade of cement concrete for
all RCC structural elements upto plinth
level including curing compaction,
finishing with rendering in cement sand
mortar 1 : 3 (1 cement : 3 coarse sand)
and making good the joints excluding
the cost of cenetering , shuttering and
reinforcement M20 grade nominal mix
(with graded stone aggregate 20mm
nominal size) (P No B-4/18 Item No
4.2.1.2)
11 7.00 5.75 1.00 442.75
4 6.50 5.75 1.00 149.50
1 4.00 4.00 2.00 32.00
2 17.50 1.00 0.75 26.25
4 13.25 1.00 0.75 39.75
1 9.75 1.00 0.75 7.31
4 19.75 1.00 0.75 59.25
1 11.50 1.00 0.75 8.63
765.44
cum 21.66 4967.00 107581.4414
Providing and laying in position
specified grade of cement concrete for
all RCC strustural elements upto floor
three level including curing
compaction, finishing with rendering in
cement sand mortar 1 : 3 (1 cement : 3
coarse sand) and making good the joints
excluding the cost of cenetering ,
shuttering and reinforcement for -
Beams, suspended floor , roofs,
griders,having slops up to 15 landing,
balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases
and spiral staircases M20 grade
nominal mix. (P No B-4/21 Item No
4.12.3)
11 2.00 0.75 14.00 231.00
4 1.50 0.75 14.00 63.00
5 0.75 0.75 14.00 39.385]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
2 17.50 0.75 0.75 19.69
4 13.25 0.75 0.75 29.81
1 9.75 0.75 0.75 5.48
4 19.50 0.75 0.75 43.88
2 11.50 0.75 0.75 12.94
2 12.50 0.75 0.75 14.06
4 3.50 1.50 0.50 10.50
4 2.50 1.50 0.50 7.50
1 40.00 40.00 0.50 657.05
1 4.00 2.50 0.50 5.00
1 14.00 9.00 0.50 63.00
1 25.00 4.00 0.50 50.00
1 2.50 0.75 1.50 2.81
1 32.00 0.75 1.50 36.00
1 40.00 0.75 1.50 45.00
4 21.00 0.75 1.50 94.50
1255.10
35.55 4945.00 175770.4315
Providing and fabricating reinforcement
for R C c work including straightening,
cutting, bending, placing in position
and binding (inclding cost of binding
wire) all complete up to floor three
level Hot rolled deformed bars . (P No
B-4/21 Item No 4.12.3)
Qty as per Item No 13 21.66 86.00 1862.69
Qty as per Item No 14 35.55 90.00 3199.06
kg 5061.75 68.00 344199.1416 Random rubble dry stone kharanja
under floor (P No B-11/128 Item No
11.44)
1 28.00 19.00 0.50 266.00
1 11.75 12.00 0.50 70.50
1 12.00 7.25 0.50 43.50
1 14.75 9.25 0.50 68.22
1 11.00 12.00 0.50 66.00
1 4.00 6.75 0.50 13.50
1 7.25 4.00 0.50 14.50
1 4.00 4.00 0.50 8.00
1 2.50 7.00 0.50 8.75
1 14.25 9.00 0.50 64.13
1 10.50 19.25 0.50 101.06
1 4.00 40.00 0.50 80.00
804.16
cum 22.77 498.00 11341.5417 Plaster on new surface on walls in
cement sand mortar 1:6 including
racking of joint etc. complete fine finish
20mm thick. (P No B-12/135 Item No
12.9.2)
(A) Inner Plaster
1 28.00 11.50 322.00
2 19.00 11.50 437.00
beam 2 11.00 11.50 253.00
stair ramp 2 12.00 12.00 288.00
6 4.00 11.50 276.00
hr 4 7.00 11.50 322.00
2 7.00 11.50 161.00
2 4.00 11.50 92.00
2 14.75 11.50 339.25
2 19.25 11.50 442.756]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 11.75 11.50 135.13
1 12.00 7.25 87.00
1 14.75 19.25 283.94
1 11.00 11.50 126.50
1 4.00 6.75 27.00
1 7.25 4.00 29.00
1 4.00 4.00 16.00
1 2.50 7.00 17.50
1 14.25 9.00 128.25
1 4.00 40.00 160.00
Outer Plaster 2 40.00 15.00 1200.00
1 29.50 12.00 354.00
1 19.50 12.00 234.00
1 10.50 12.00 126.00
1 20.50 12.00 246.00
4 4.00 6.00 96.00
7 4.00 12.00 336.00
2 40.00 3.00 240.00
1 25.00 4.00 100.00
1 25.00 7.50 187.50
7062.81
657.01
Deduction 13 3.00 7.00 273.00
3 2.00 4.00 24.00
3 6.00 8.00 144.00
6 2.50 8.00 120.00
4 2.00 1.00 8.00
569.00
52.93
sqm Net Qty 604.08 97.00 58595.3318
Polished blue kota stone flooring
skirting laid over 20mm thick base of C
M 1:4 and jointed with grey cement
slurry to match the shade of the slab
including rubbing and polishing
complete (P No B-11/126 Item No
11.35.3)(a) For area of each slab from 2001 to 5000
sq cm 25mm thick slab
1 28.00 19.00 532.00
1 11.00 12.00 132.00
1 14.75 19.25 283.94
1 12.00 11.75 141.00
1 12.00 7.00 84.00
1 2.50 7.00 17.50
1 10.50 19.50 204.75
1 4.00 40.00 160.00
1 14.00 9.00 126.00
1681.19
156.39 630.00 98525.41
7]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
(b) For area of each slab from 901 to 2000
sq cm 25mm thick slab (P No B-11/126
Item No 11.35.2 (a))
1 28.00 0.50 14.00
2 19.00 0.50 19.00
2 11.00 0.50 11.00
12 12.00 0.50 72.00
2 14.75 0.50 14.75
2 19.25 0.50 19.25
2 12.00 0.50 12.00
2 11.75 0.50 11.75
2 12.00 0.50 12.00
2 7.00 0.50 7.00
2 2.50 0.50 2.50
2 10.50 0.50 10.50
2 4.00 0.50 4.00
2 14.00 0.50 14.00
2 7.00 0.50 7.00
2 19.00 0.50 19.00
1 40.00 0.50 20.00
1 9.00 0.50 4.50
11 3.25 0.75 26.81
21 4.25 1.00 89.25
21 4.25 0.50 44.63
434.94
sqm 40.46 638.00 25813.0318 a
19Polished blu kota stone slab having fine
machine cut edges laid on 12mm (av)
thick cement mortar 1:3 and jointed
with grey cement slurry mixed with
pigment to match the shade of the slab,
including rubbing and polishing
complete 30mm thick slab area 2001 to
5000 sq cm (P No B-11/127 Item No
11.37.3)
(2X4) 7.00 1.00 56.00
(2X5) 7.00 0.50 35.00
(2X4) 3.00 1.00 24.00
(2X5) 3.00 0.50 15.00
23 3.00 1.00 69.00
24 3.00 0.50 36.00
235.00
21.84 699.00 15266.2620
Providing and fixing T iron frames for
doors windows and ventilators of mild
steel Tee=sections, joints mitred and
welded with 15X3mm lugs 10cm long
embeded in cement concrete blocks
15X10X10cm of 1 :3 :6(1 cement
3coarse sand 6 graded stone aggregate
20mm nominal size) or with wooden
plugs and screws or rawl plugs and
screw or with fixing clips or with bolts
and nuts as require including fixing of
necessary butt hings and screw and
applying a priming coat of approved
steel primer (P No B-9/93 Item No
9.13)
kg 250.00 92.00 23000.00
8]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
21Providing and fixing flush door shutters
non decorative type (hello core
construction) with internel frame of Ist
grade wood having styles and top rails
of 100mm wodth & bottom and lock
rails of 150mm width with 3 nos cross
battens of 50mm thick width and 12nos
50mm vertial moddle member throught
length using 4mm thick commercial ply
on both faces of shutters & 6 mm thick
beading of respective wood using with
approved steel fitting as per annexure A
30mm thick (P No B-8/83 Item No
8.20.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
3 3.00 7.00 63.00
3 2.50 7.00 52.50
568.50
52.83 1871.00 98853.4922
Supplynig and fixing fixed wire gage of
14 mesh X24 gaugeti tha metel frame
of rolled section by metel beading
20X3mm with suitable screw at not
exceeding 150mm distance. (P No B-
9/98 Item No 9.31)
Area sams as per Glazed Door sqm 13 3.00 7.00 273.00
2 3.00 5.00 30.00
3 3.00 2.00 18.00
4 2.00 4.00 32.00
353.00
32.84 543.00 17830.6023 Providing and fixing steel gate
grating and grills made of angles
,tees ,square bars or flats black pipe
with hold fast and fitting complete as
per design and drawing including
cuting welding and febrication with
priming coat of red oxide (P No B-
9/95 Item No 9.19)kg 400.00 79.00 31600.00
24 Construction of septic Tank in all types
of soil with 40 cm thick masonary in
CM 1:6:15 Cm thick C C bed of 1:5:10
M -15 grade C C flooring & over stone
slab covering , 80 mm thick slab
jointing of slab in CM 1:3 Ralthal,
Kharanja, 50 mm thick stone partition
walls 20 mm thick plaster in CM 1:6
finished with near floating cement, 4
Nos C.I foot rests of approved design
two No 450 mm dia each Ferro cement
cover with frame, earth work etc.
complete as per approved drawing
including disposal of surplus earth
(P No B-3/43 Item No 3.29.3)
Size 400 X 140 X 150 CM (50 user )
Total Each 1 26918.00 26918.00
9]
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S.
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
25 Construction of Main hole, in all types
of soil, inner size 1.5 * 1.2 M, with
450mm thick masonry in CM 1:6, 10
CM. thick ecment concrete 1:5:10 in
foundation, 20mm thick inside plaster
in CM 1:6, finished with floating neat
cement, 50mm thick M-15 grade C.C.
flooring ferro cement cover with frame
of 450mm dia earth work etc complete
including disposal of surplus earth with
in 50 mtr lead as per design(depth upto
1.5mtr)
(P No B-3/41 Item No 3.22.1)
Total each 1 1.00 13366.00 13366.00
26 Construction of chamber in all types of
soil with 300mm thick masonry in C.M.
1:6, 100mm thick cement concrete
1:5:10 in foundation 20mm thick inside
plaster in CM 1:6, finished with
floating neat cement, 50mm thick M-15
grade CC flooring, earth work etc.
complete as per design including
desposal of surplus earth with in a lead
of 50 mtr . Inside size 450 X 450mm
depth upto 0.5 M Cement cover with
frame (P No B-3/42 Item No 3.23.2)
Total Each 2 2.00 1722.00 3444.00
27 Construction of soakage well in all
types of soil 300mm thick dry stone
masonry top & bottom 300mm course
in CM 1:6, 80mm thick stone slab
jointing of slab in CM 1:3 ralthal
Kharanja 40mm thick M-15 grade CC
flooring earth work complete as per
approved drawing including disposal of
earth with in a lead of 50 mtr Size
300Cm dia outside & 300 Cm depth (P
No B-3/42 Item No 3.24.1)
Total each 1 1.00 12537.00 12537.00
28 Providing & Laying jointing glazed SW
pipes grade "A" (IS : 651 marked) of
approved make with spun yarn & stiff
mixture of cement mortar 1:1
excavation & refilling of earth in all
types of soil upto 1.2 m depth S.W.
fittings including testing of joints etc (P
No S-3/30 Item No 3.1.1 & 3.1.2)
100mm dia Mtr 10 10.00 191.00 1910.00
150mm Dia Mtr 10 10.00 323.00 3230.00
29 P & F I Qulity WVc Urinal with 25mm
dia GI waste of pipe dome waste
coupling concealed iron brackets or
screw etc complete Flate back small
456 X 355 X 265mm (S No B-1/3 Item
No 1.15.1)
No 1 1.00 987.00 987.00
10]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
30 Providing & laying C.C. 1:5:10 (stone
aggregate 40mm nominal size) all
around S.W. pipe including 15Cm.
Thick bed concrete(width W = diameter
of pipe in cm+30cm) (excluding cost of
pipe)
(P No B-3/31 Item No 3.2.1 & 2.2.2)
100mm Dia SW pipe Mtr 10 10.00 460.00 4600.00
150mm Dia 10 10.00 552.00 5520.00
31 P & F SW square month Gully trap 'A'
grade (ISI marked) of approved make of
design in existing man- hole size
150x100mm.
(P No S-3/32 Item No 3.4.2)
Total No 2 2.00 191.00 382.00
32 P & F GI pipe (internal work) with GI
fittings (IS : 1239 mark) & MS clamps
including cutting & making good the
walls and floors
A) 15mm dia nominal bore 'A' class pipe. Mtr 1 20.00 20.00 162.00 3240.00
B) 25mm dia nominal bore 'A' class pipe Mtr 1 20.00 20.00 284.00 5680.00
(P No S-2/17 Item No 2.1.1 & 2.1.3)
33 Supply of GI unions (IS) for pipe fitting
(P No S-3/28 Item No 2.32.1 & 2.32.3)
15 mm Dia No 10 10.00 58.00 580.00
25 mm Dia No 10 10.00 121.00 1210.00
34 P & F Bib cock (IS : 8931 mark)
superior quality of approved make
Brass 400 grams. 15mm (P No S-2/20
Item No 3.7.1) No. 6 6.00 351.00
2106.00
35 P & F Full way valve (IS : 778 mark or
wheel valve of approved make. Gun
metal 15mm. (P No S-2/23 Item No
2.15.1) No. 2 2.00 316.00
632.00
36 P & F Flush cock /Flush Valve (IS :
9758 mark For WC of approved Quality
make cp brash exposed 25 mm nominal
bore (P No S-2/22 Item No 2.14.3)
No. 2 2.00 1026.00
2052.00
37 P & F European type white glazd
vitreous china Ist quality W C including
cuting and making good the wall and
floor Wall Mounting (syphonic) (P No
S-1/2 Item No 1.7.3)
Total No. 2 2.00 4303.00 8606.00
38 P&F PVC Storage Tank (IS : 12701
marked indicating the BIS license No.)
of approved make with cover, 25mm
dia 1M long G.I. over-flow pipe & 25
Cm. long wash out pipe with plug &
socket, including making connection
etc. complete of approved design. 1000
liters (P No S-2/26 Item No 2.26.5)
Total No 2 2.00 8097.00 16194.00
11]
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No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
39 P & F rigid PVC Pipe (IS: 4985 mark)
class II/(4 Kg/Cm2) approved quality
/make including joining the pipe with
solvent cement rubber ring and
lubricant (P No B-3/38 Item No 3.19.3)
110 mm dia Mtr 1 30.00 30.00 200.00 6000.00
40 Providing and fixing Ist quality MAT
finished ceremic tiles size 300 X
300mm confirming to IS 13753 colour
such as white, grey, ivory, fume red
brown, in walls, floor, steps, pillar etc.
laid on a bed of neat cement slury
including nicely finished joints using
water proof joint filler powder (untile
or roffe make) and finishing with flush
pointing in white cement mixed with
pigment to match the shade of tile
complete (including the cost of cement
mortsr bed 1:4) categary A kajariya,
jhonson, somani make. (P No S-1/15
Item No 1.65)
WC wall 8 4.00 7.00 224.00
Bath 2 8.00 7.00 112.00
Flooring 2 6.50 7.00 91.00
1 9.00 4.00 36.00
1 8.00 4.00 32.00
1 3.50 4.00 14.00
1 4.00 4.00 16.00
Total sqft 525.00
48.84 990.00 48348.84
41 Providing and fixing Ist qualitystandard
white, grey, ivory, fume red brown,
light green, light blue and other light
shades glazed tiles ISI marked (IS :
13753) of size 300mm X 200mm in
walls, floors, steps, pillars etc. laid on a
bed of neat cement slur (P No S-1/15
Item No 1.64.4)
1 8.00 4.00 32.00
1 8.00 4.00 32.00
64.00
5.95 1086.00 6465.49
42 Providing batta (gola) 75mm X 75mm
in cement concrete (1:2:4) including
finishing with cement mortar 1 :3 as per
standard design. (P No B-10/106 Item
No 10.8)
1 160.00 160.00
160.00
mtr 48.78 36.00 1756.10
43 Distempering with oil bound washable
distemper of approved brand and
manufecture to give an even shade
including all scaffolding New work
(two or more coats) over and including
scraping and priming coat with cement
primer. (P No B-12/142 Item No
12.51.1)12]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
Area same as per Inner plaster 604.08 51.00 30807.85
44 Applying birla Jk white cement based
putty over cement plaster surface for
making even surface. (P No B-12/134
Item No 12.5)
604.08 157.00 94839.87
45 Applying priming coat with ready mix
pink or grey primer of approved brand
and menufacture on wood work hard
and soft wood. (P No B-12/143 Item
No 12.55.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 26.00 1823.63
46 Painting with enemel paint of approved
brand and manufacture to give an even
shade two or more coats on new work.
(P No B-12/145 Item No 12.68.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 56.00 3927.81
47 Structural steel work in single section
fixed without connecting plate
including cuting hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete
above plinth level upto 4.5 mtr height
in RS Joist. (P No B-15/168 Item No
15.17.2)
kg 200.00 62.00 12400.0048
Grading for roof water proofing
treatment with : Cement concrete 1:2:4
(1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size)
with water proof compound as per
manufactures specification. (P No B-
15/168 Item No 15.17.2)
1 40.00 40.00 0.12 1457.05
174.85
cum 4.95 3870.00 19163.24
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
49
Crazy marble stone flooring 20mm
thick marble stone over roof black or of
specifed color topping including filling
the gapes with cement maeble chips
mix in proportion of 4:7 (4 cemnt : 7
white black or white or black marble
chips) size from 1mm to 4mm by
volume and under layer of 25mm thick
cement concrete (1:2:4, graded stone
aggregate 12.5mm nominal size)
rubbing and polishing and cement
slurry etc. complete. (P No B-11/124
Item No 11.28.2)
1 38.00 38.00 1444.00
1444.00
sqm 134.33 482.00 64744.93
TOTAL 1943771.77
2.3% Conti. Charges 44706.75
Total 1988478.52
10% Establishment Charges 198847.85
GRAND TOTAL 2187326.37
2187326.00
Say 21.87
14]
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SWACH PROJECT DUNGARPUR
NAME OF WORK :- DETAIL ESTIMATE FOR THE CONSTRUCTION OF
COMMUNITY HALL AT BOYS ASHRAM HOSTEL SIMALWARA P.S.
SIMALWARA DISTRICT DUNGARPUR
Estimated Cost : Based On PWD BSR 2013 Circle Dungarpur
HALL SIZE (40' x 40') 21.87
S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 Surface dressing of the ground
including removing vegetation and
inequalities not exceeding 15cm deep
and disposal of rubbish lead up to 50
mtr and lift up to 1.5 mtr All kind of
soil. (P No B-1/7 No 1.34)
1 90.00 90.00 8100.00
sqm 753.49
7.53 366.00 2757.772 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr. All kind of soft/lose soil (P
No B-1/2 No 1.8)
column 11 7.00 5.75 5.00 2213.75
column 4 6.50 5.75 5.00 747.50
column 5 4.75 4.75 5.00 564.06
hall 4 22.00 3.00 4.00 1056.00
hall 2 13.00 3.00 4.00 312.00
kitchen 4 19.00 3.00 4.00 912.00
kitchen 3 11.00 3.00 4.00 396.00
porch 1 24.00 3.00 4.00 288.00
porch 1 20.00 3.00 4.00 240.00
porch 2 4.00 3.00 4.00 96.00
porch 1 10.00 3.00 4.00 120.00
TOTAL :- cuft 6945.31
196.56
cum (80% Qty Earth work 157.25 106.00 16668.443 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr.Including stacking of useful
material if vaailable Ordinary rock (P
No B-1/2 Item No 9.9.1)
cum (20% Qty Earth work 39.31 251.00 9867.40
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
4 Providing and Laying in position
Cement concrete including curring
compaction etc.in specified grade
excluding the cost of centering and
shuttering - All work up to plinth Level
1:4:8 (1 cement : 4 course sand : 8
graded stone aggregate 40mm nominal
size) (P No B-3/14 Item No 3.2.7)
11 7.00 5.75 0.50 221.38
4 6.50 5.75 0.50 74.75
5 4.75 4.75 0.50 56.41
4 22.00 3.00 0.50 132.00
2 13.00 3.00 0.50 39.00
4 19.00 3.00 0.50 114.00
3 11.00 3.00 0.50 49.50
1 24.00 3.00 0.50 36.00
1 20.00 3.00 0.50 30.00
2 4.00 3.00 0.50 12.00
1 10.00 3.00 0.50 15.00
TOTAL :- 723.03
CUM 20.46 2698.00 55208.535 Filling in plinth with locally available
river shingle under floors including
watering ramming consolidating and
dressing complete including cost of
shingles sand. (P No B-1/7 Item No
1.33)
Hall 1 26.75 18.75 2.50 1253.91
Porch 1 19.25 11.75 2.50 565.47
Coridor 1 44.00 4.00 2.50 440.00
Coutyard 1 14.75 19.25 2.50 709.84
Room 1 11.75 11.25 2.50 330.47
Store 1 6.75 11.00 2.50 185.63
kitchen 1 11.75 11.00 2.50 323.13
1 9.75 6.00 2.50 146.25
1 14.00 7.00 2.50 245.00
4199.69
cum 118.86 541.00 64301.556 Filling available excavated earth
(excluding rock) in trenches, plinth side
of foundation etc. in layers not
exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering including lead
up to 50 mtr and with all lift (P No B-
1 18.00 9.00 1.00 162.00
1 38.00 4.00 1.00 152.00
1 14.00 7.00 1.00 98.00
412.00
cum 11.67 51.00 595.07
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
7 Random.Rubble.Stone masonry
forFoundation and plinth in cement
sand mortar above 30cm thick wall
cement mortar 1:6 (1 cement:6 sand) (P
No B-1/7 Item No 1.30)
I Offcet 4 22.00 2.50 4.00 880.00
2 13.00 2.50 4.00 260.00
4 19.00 2.50 4.00 760.00
3 11.00 2.50 4.00 330.00
1 24.00 2.50 4.00 240.00
1 20.00 2.50 4.00 200.00
2 4.00 2.50 4.00 80.00
1 10.00 2.50 4.00 100.00
II Offcet 4 22.00 2.00 1.50 264.00
2 13.00 2.00 1.50 78.00
4 19.00 2.00 1.50 228.00
3 11.00 2.00 1.50 99.00
1 24.00 2.00 1.50 72.00
1 20.00 2.00 1.50 60.00
2 4.00 2.00 1.50 24.00
1 10.00 2.00 1.50 30.00
III Offcet Plinth 4 22.00 1.50 1.50 198.00
2 13.00 1.50 1.50 58.50
4 19.00 1.50 1.50 171.00
3 11.00 1.50 1.50 74.25
1 24.00 1.50 1.50 54.00
1 20.00 1.50 1.50 45.00
2 4.00 1.50 1.50 18.00
1 10.00 1.50 1.50 22.50
4346.25
TOTAL :- cum 122.99 1755.00 215855.028
Brick masonary in foundation and
plinth with bricks of class designation
75 in Cement mortar 1: 6 (1 cement : 6
coarse sand) Add extra for brick work
in super structure up to third storey (P
No B-5/27 Item No 5.1.7 & 5.2)
Long Wall 2 17.50 0.75 10.00 262.50
4 13.25 0.75 10.00 397.50
1 9.75 0.75 10.00 73.13
1 12.00 0.75 10.00 90.00
1 7.50 0.75 10.00 56.25
4 19.75 0.75 10.00 592.50
Short wall 1 11.50 0.75 10.00 86.25
1 12.50 0.75 10.00 93.75
4 40.00 0.75 3.00 360.00
2011.88
56.93
Deduction W 13 3.00 0.75 7.00 204.75
V 3 2.00 0.75 4.00 18.00
D 3 6.00 0.75 8.00 108.00
D 6 2.50 0.75 8.00 90.00
420.75
11.91
cum Net Qty 45.03 3060.00 137783.13
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
9Half brick masanory in foundation and
plinth using brick of designation 75
cement mortar 1 : 4 (1 cement : 4
coarse sand) Add extra for half brick
masanory in super structure upto third
story including cost of nominal hoop
reinforcement (2 Nos, 6mm M.S. bar at
every fourth course) (P No B-5/28 Item
No 5.8.3 & 5.9)
1 7.00 10.00 70.00
1 2.50 10.00 25.00
2 4.00 10.00 80.00
175.00
16.28
Deduction 3 2.50 7.00 52.50
4 2.00 1.00 8.00
60.50
5.63
Sqm Net Qty 10.65 392.00 4175.2610 Centering and shuttering with plywood
or steel sheets including strutting
prooping bracing both ways and
removel of formwork for foundation in
basements rafts, footings, straps beams,
bases of columns etc. upto plinth level.
(P No B-4/19 Item No 4.6)
column (11X4) 5.00 1.00 220.00
column (4X4) 4.00 1.00 64.00
column (5X4) 3.00 1.00 60.00
stair base 1 4.00 1.00 4.00
2 2.00 1.00 4.00
352.00
sqm 32.74 99.00 3241.6711
Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Suspendede floor roofs landing
staircase, balconies, girders, centilevers,
bands, coping bed plates, ancher blocks,
sills, chhajjas, lintel, beam etc. (P No
B-4/20 Item No 4.7.2)
Plinth beam (2X4) 39.25 0.75 235.50
Plinth beam (2X4) 43.50 0.75 261.00
Plinth beam (2X1) 2.75 0.75 4.13
Plinth beam (2X2) 19.75 0.75 59.25
Plinth beam (1X2) 11.25 0.75 16.88
Plinth beam 1 12.50 0.75 9.38
586.13
sqm 54.52 189.00 10304.90
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No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
12 Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Columns, pillar, posts and struts etc. (P
No B-4/20 Item No 4.7.3)
Lintel (2x4) 19.50 0.75 87.75
Beam (1X2) 12.50 0.75 18.75
Beam (2X1) 3.50 0.75 5.25
Beam (2X1) 2.50 0.75 3.75
porchslab 1 14.00 9.00 126.00
stair ramp 1 25.00 4.00 100.00
projection 1 20.50 2.00 41.00
projection 1 32.00 4.00 128.00
projection 1 40.00 4.00 160.00
projection 4 21.00 2.00 168.00
670.50
sqm 62.37 179.00 11164.6013
Providing and laying in position
specified grade of cement concrete for
all RCC structural elements upto plinth
level including curing compaction,
finishing with rendering in cement sand
mortar 1 : 3 (1 cement : 3 coarse sand)
and making good the joints excluding
the cost of cenetering , shuttering and
reinforcement M20 grade nominal mix
(with graded stone aggregate 20mm
nominal size) (P No B-4/18 Item No
4.2.1.2)
11 7.00 5.75 1.00 442.75
4 6.50 5.75 1.00 149.50
1 4.00 4.00 2.00 32.00
2 17.50 1.00 0.75 26.25
4 13.25 1.00 0.75 39.75
1 9.75 1.00 0.75 7.31
4 19.75 1.00 0.75 59.25
1 11.50 1.00 0.75 8.63
765.44
cum 21.66 4967.00 107581.4414
Providing and laying in position
specified grade of cement concrete for
all RCC strustural elements upto floor
three level including curing
compaction, finishing with rendering in
cement sand mortar 1 : 3 (1 cement : 3
coarse sand) and making good the joints
excluding the cost of cenetering ,
shuttering and reinforcement for -
Beams, suspended floor , roofs,
griders,having slops up to 15 landing,
balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases
and spiral staircases M20 grade
nominal mix. (P No B-4/21 Item No
4.12.3)
11 2.00 0.75 14.00 231.00
4 1.50 0.75 14.00 63.00
5 0.75 0.75 14.00 39.385]
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unit
Amount Rs
2 17.50 0.75 0.75 19.69
4 13.25 0.75 0.75 29.81
1 9.75 0.75 0.75 5.48
4 19.50 0.75 0.75 43.88
2 11.50 0.75 0.75 12.94
2 12.50 0.75 0.75 14.06
4 3.50 1.50 0.50 10.50
4 2.50 1.50 0.50 7.50
1 40.00 40.00 0.50 657.05
1 4.00 2.50 0.50 5.00
1 14.00 9.00 0.50 63.00
1 25.00 4.00 0.50 50.00
1 2.50 0.75 1.50 2.81
1 32.00 0.75 1.50 36.00
1 40.00 0.75 1.50 45.00
4 21.00 0.75 1.50 94.50
1255.10
35.55 4945.00 175770.4315
Providing and fabricating reinforcement
for R C c work including straightening,
cutting, bending, placing in position
and binding (inclding cost of binding
wire) all complete up to floor three
level Hot rolled deformed bars . (P No
B-4/21 Item No 4.12.3)
Qty as per Item No 13 21.66 86.00 1862.69
Qty as per Item No 14 35.55 90.00 3199.06
kg 5061.75 68.00 344199.1416 Random rubble dry stone kharanja
under floor (P No B-11/128 Item No
11.44)
1 28.00 19.00 0.50 266.00
1 11.75 12.00 0.50 70.50
1 12.00 7.25 0.50 43.50
1 14.75 9.25 0.50 68.22
1 11.00 12.00 0.50 66.00
1 4.00 6.75 0.50 13.50
1 7.25 4.00 0.50 14.50
1 4.00 4.00 0.50 8.00
1 2.50 7.00 0.50 8.75
1 14.25 9.00 0.50 64.13
1 10.50 19.25 0.50 101.06
1 4.00 40.00 0.50 80.00
804.16
cum 22.77 498.00 11341.5417 Plaster on new surface on walls in
cement sand mortar 1:6 including
racking of joint etc. complete fine finish
20mm thick. (P No B-12/135 Item No
12.9.2)
(A) Inner Plaster
1 28.00 11.50 322.00
2 19.00 11.50 437.00
beam 2 11.00 11.50 253.00
stair ramp 2 12.00 12.00 288.00
6 4.00 11.50 276.00
hr 4 7.00 11.50 322.00
2 7.00 11.50 161.00
2 4.00 11.50 92.00
2 14.75 11.50 339.25
2 19.25 11.50 442.756]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 11.75 11.50 135.13
1 12.00 7.25 87.00
1 14.75 19.25 283.94
1 11.00 11.50 126.50
1 4.00 6.75 27.00
1 7.25 4.00 29.00
1 4.00 4.00 16.00
1 2.50 7.00 17.50
1 14.25 9.00 128.25
1 4.00 40.00 160.00
Outer Plaster 2 40.00 15.00 1200.00
1 29.50 12.00 354.00
1 19.50 12.00 234.00
1 10.50 12.00 126.00
1 20.50 12.00 246.00
4 4.00 6.00 96.00
7 4.00 12.00 336.00
2 40.00 3.00 240.00
1 25.00 4.00 100.00
1 25.00 7.50 187.50
7062.81
657.01
Deduction 13 3.00 7.00 273.00
3 2.00 4.00 24.00
3 6.00 8.00 144.00
6 2.50 8.00 120.00
4 2.00 1.00 8.00
569.00
52.93
sqm Net Qty 604.08 97.00 58595.3318
Polished blue kota stone flooring
skirting laid over 20mm thick base of C
M 1:4 and jointed with grey cement
slurry to match the shade of the slab
including rubbing and polishing
complete (P No B-11/126 Item No
11.35.3)(a) For area of each slab from 2001 to 5000
sq cm 25mm thick slab
1 28.00 19.00 532.00
1 11.00 12.00 132.00
1 14.75 19.25 283.94
1 12.00 11.75 141.00
1 12.00 7.00 84.00
1 2.50 7.00 17.50
1 10.50 19.50 204.75
1 4.00 40.00 160.00
1 14.00 9.00 126.00
1681.19
156.39 630.00 98525.41
7]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
(b) For area of each slab from 901 to 2000
sq cm 25mm thick slab (P No B-11/126
Item No 11.35.2 (a))
1 28.00 0.50 14.00
2 19.00 0.50 19.00
2 11.00 0.50 11.00
12 12.00 0.50 72.00
2 14.75 0.50 14.75
2 19.25 0.50 19.25
2 12.00 0.50 12.00
2 11.75 0.50 11.75
2 12.00 0.50 12.00
2 7.00 0.50 7.00
2 2.50 0.50 2.50
2 10.50 0.50 10.50
2 4.00 0.50 4.00
2 14.00 0.50 14.00
2 7.00 0.50 7.00
2 19.00 0.50 19.00
1 40.00 0.50 20.00
1 9.00 0.50 4.50
11 3.25 0.75 26.81
21 4.25 1.00 89.25
21 4.25 0.50 44.63
434.94
sqm 40.46 638.00 25813.0318 a
19Polished blu kota stone slab having fine
machine cut edges laid on 12mm (av)
thick cement mortar 1:3 and jointed
with grey cement slurry mixed with
pigment to match the shade of the slab,
including rubbing and polishing
complete 30mm thick slab area 2001 to
5000 sq cm (P No B-11/127 Item No
11.37.3)
(2X4) 7.00 1.00 56.00
(2X5) 7.00 0.50 35.00
(2X4) 3.00 1.00 24.00
(2X5) 3.00 0.50 15.00
23 3.00 1.00 69.00
24 3.00 0.50 36.00
235.00
21.84 699.00 15266.2620
Providing and fixing T iron frames for
doors windows and ventilators of mild
steel Tee=sections, joints mitred and
welded with 15X3mm lugs 10cm long
embeded in cement concrete blocks
15X10X10cm of 1 :3 :6(1 cement
3coarse sand 6 graded stone aggregate
20mm nominal size) or with wooden
plugs and screws or rawl plugs and
screw or with fixing clips or with bolts
and nuts as require including fixing of
necessary butt hings and screw and
applying a priming coat of approved
steel primer (P No B-9/93 Item No
9.13)
kg 250.00 92.00 23000.00
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
21Providing and fixing flush door shutters
non decorative type (hello core
construction) with internel frame of Ist
grade wood having styles and top rails
of 100mm wodth & bottom and lock
rails of 150mm width with 3 nos cross
battens of 50mm thick width and 12nos
50mm vertial moddle member throught
length using 4mm thick commercial ply
on both faces of shutters & 6 mm thick
beading of respective wood using with
approved steel fitting as per annexure A
30mm thick (P No B-8/83 Item No
8.20.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
3 3.00 7.00 63.00
3 2.50 7.00 52.50
568.50
52.83 1871.00 98853.4922
Supplynig and fixing fixed wire gage of
14 mesh X24 gaugeti tha metel frame
of rolled section by metel beading
20X3mm with suitable screw at not
exceeding 150mm distance. (P No B-
9/98 Item No 9.31)
Area sams as per Glazed Door sqm 13 3.00 7.00 273.00
2 3.00 5.00 30.00
3 3.00 2.00 18.00
4 2.00 4.00 32.00
353.00
32.84 543.00 17830.6023 Providing and fixing steel gate
grating and grills made of angles
,tees ,square bars or flats black pipe
with hold fast and fitting complete as
per design and drawing including
cuting welding and febrication with
priming coat of red oxide (P No B-
9/95 Item No 9.19)kg 400.00 79.00 31600.00
24 Construction of septic Tank in all types
of soil with 40 cm thick masonary in
CM 1:6:15 Cm thick C C bed of 1:5:10
M -15 grade C C flooring & over stone
slab covering , 80 mm thick slab
jointing of slab in CM 1:3 Ralthal,
Kharanja, 50 mm thick stone partition
walls 20 mm thick plaster in CM 1:6
finished with near floating cement, 4
Nos C.I foot rests of approved design
two No 450 mm dia each Ferro cement
cover with frame, earth work etc.
complete as per approved drawing
including disposal of surplus earth
(P No B-3/43 Item No 3.29.3)
Size 400 X 140 X 150 CM (50 user )
Total Each 1 26918.00 26918.00
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
25 Construction of Main hole, in all types
of soil, inner size 1.5 * 1.2 M, with
450mm thick masonry in CM 1:6, 10
CM. thick ecment concrete 1:5:10 in
foundation, 20mm thick inside plaster
in CM 1:6, finished with floating neat
cement, 50mm thick M-15 grade C.C.
flooring ferro cement cover with frame
of 450mm dia earth work etc complete
including disposal of surplus earth with
in 50 mtr lead as per design(depth upto
1.5mtr)
(P No B-3/41 Item No 3.22.1)
Total each 1 1.00 13366.00 13366.00
26 Construction of chamber in all types of
soil with 300mm thick masonry in C.M.
1:6, 100mm thick cement concrete
1:5:10 in foundation 20mm thick inside
plaster in CM 1:6, finished with
floating neat cement, 50mm thick M-15
grade CC flooring, earth work etc.
complete as per design including
desposal of surplus earth with in a lead
of 50 mtr . Inside size 450 X 450mm
depth upto 0.5 M Cement cover with
frame (P No B-3/42 Item No 3.23.2)
Total Each 2 2.00 1722.00 3444.00
27 Construction of soakage well in all
types of soil 300mm thick dry stone
masonry top & bottom 300mm course
in CM 1:6, 80mm thick stone slab
jointing of slab in CM 1:3 ralthal
Kharanja 40mm thick M-15 grade CC
flooring earth work complete as per
approved drawing including disposal of
earth with in a lead of 50 mtr Size
300Cm dia outside & 300 Cm depth (P
No B-3/42 Item No 3.24.1)
Total each 1 1.00 12537.00 12537.00
28 Providing & Laying jointing glazed SW
pipes grade "A" (IS : 651 marked) of
approved make with spun yarn & stiff
mixture of cement mortar 1:1
excavation & refilling of earth in all
types of soil upto 1.2 m depth S.W.
fittings including testing of joints etc (P
No S-3/30 Item No 3.1.1 & 3.1.2)
100mm dia Mtr 10 10.00 191.00 1910.00
150mm Dia Mtr 10 10.00 323.00 3230.00
29 P & F I Qulity WVc Urinal with 25mm
dia GI waste of pipe dome waste
coupling concealed iron brackets or
screw etc complete Flate back small
456 X 355 X 265mm (S No B-1/3 Item
No 1.15.1)
No 1 1.00 987.00 987.00
10]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
30 Providing & laying C.C. 1:5:10 (stone
aggregate 40mm nominal size) all
around S.W. pipe including 15Cm.
Thick bed concrete(width W = diameter
of pipe in cm+30cm) (excluding cost of
pipe)
(P No B-3/31 Item No 3.2.1 & 2.2.2)
100mm Dia SW pipe Mtr 10 10.00 460.00 4600.00
150mm Dia 10 10.00 552.00 5520.00
31 P & F SW square month Gully trap 'A'
grade (ISI marked) of approved make of
design in existing man- hole size
150x100mm.
(P No S-3/32 Item No 3.4.2)
Total No 2 2.00 191.00 382.00
32 P & F GI pipe (internal work) with GI
fittings (IS : 1239 mark) & MS clamps
including cutting & making good the
walls and floors
A) 15mm dia nominal bore 'A' class pipe. Mtr 1 20.00 20.00 162.00 3240.00
B) 25mm dia nominal bore 'A' class pipe Mtr 1 20.00 20.00 284.00 5680.00
(P No S-2/17 Item No 2.1.1 & 2.1.3)
33 Supply of GI unions (IS) for pipe fitting
(P No S-3/28 Item No 2.32.1 & 2.32.3)
15 mm Dia No 10 10.00 58.00 580.00
25 mm Dia No 10 10.00 121.00 1210.00
34 P & F Bib cock (IS : 8931 mark)
superior quality of approved make
Brass 400 grams. 15mm (P No S-2/20
Item No 3.7.1) No. 6 6.00 351.00
2106.00
35 P & F Full way valve (IS : 778 mark or
wheel valve of approved make. Gun
metal 15mm. (P No S-2/23 Item No
2.15.1) No. 2 2.00 316.00
632.00
36 P & F Flush cock /Flush Valve (IS :
9758 mark For WC of approved Quality
make cp brash exposed 25 mm nominal
bore (P No S-2/22 Item No 2.14.3)
No. 2 2.00 1026.00
2052.00
37 P & F European type white glazd
vitreous china Ist quality W C including
cuting and making good the wall and
floor Wall Mounting (syphonic) (P No
S-1/2 Item No 1.7.3)
Total No. 2 2.00 4303.00 8606.00
38 P&F PVC Storage Tank (IS : 12701
marked indicating the BIS license No.)
of approved make with cover, 25mm
dia 1M long G.I. over-flow pipe & 25
Cm. long wash out pipe with plug &
socket, including making connection
etc. complete of approved design. 1000
liters (P No S-2/26 Item No 2.26.5)
Total No 2 2.00 8097.00 16194.00
11]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
39 P & F rigid PVC Pipe (IS: 4985 mark)
class II/(4 Kg/Cm2) approved quality
/make including joining the pipe with
solvent cement rubber ring and
lubricant (P No B-3/38 Item No 3.19.3)
110 mm dia Mtr 1 30.00 30.00 200.00 6000.00
40 Providing and fixing Ist quality MAT
finished ceremic tiles size 300 X
300mm confirming to IS 13753 colour
such as white, grey, ivory, fume red
brown, in walls, floor, steps, pillar etc.
laid on a bed of neat cement slury
including nicely finished joints using
water proof joint filler powder (untile
or roffe make) and finishing with flush
pointing in white cement mixed with
pigment to match the shade of tile
complete (including the cost of cement
mortsr bed 1:4) categary A kajariya,
jhonson, somani make. (P No S-1/15
Item No 1.65)
WC wall 8 4.00 7.00 224.00
Bath 2 8.00 7.00 112.00
Flooring 2 6.50 7.00 91.00
1 9.00 4.00 36.00
1 8.00 4.00 32.00
1 3.50 4.00 14.00
1 4.00 4.00 16.00
Total sqft 525.00
48.84 990.00 48348.84
41 Providing and fixing Ist qualitystandard
white, grey, ivory, fume red brown,
light green, light blue and other light
shades glazed tiles ISI marked (IS :
13753) of size 300mm X 200mm in
walls, floors, steps, pillars etc. laid on a
bed of neat cement slur (P No S-1/15
Item No 1.64.4)
1 8.00 4.00 32.00
1 8.00 4.00 32.00
64.00
5.95 1086.00 6465.49
42 Providing batta (gola) 75mm X 75mm
in cement concrete (1:2:4) including
finishing with cement mortar 1 :3 as per
standard design. (P No B-10/106 Item
No 10.8)
1 160.00 160.00
160.00
mtr 48.78 36.00 1756.10
43 Distempering with oil bound washable
distemper of approved brand and
manufecture to give an even shade
including all scaffolding New work
(two or more coats) over and including
scraping and priming coat with cement
primer. (P No B-12/142 Item No
12.51.1)12]
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Particulars Unit No L B H Qty Rate per
unit
Amount Rs
Area same as per Inner plaster 604.08 51.00 30807.85
44 Applying birla Jk white cement based
putty over cement plaster surface for
making even surface. (P No B-12/134
Item No 12.5)
604.08 157.00 94839.87
45 Applying priming coat with ready mix
pink or grey primer of approved brand
and menufacture on wood work hard
and soft wood. (P No B-12/143 Item
No 12.55.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 26.00 1823.63
46 Painting with enemel paint of approved
brand and manufacture to give an even
shade two or more coats on new work.
(P No B-12/145 Item No 12.68.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 56.00 3927.81
47 Structural steel work in single section
fixed without connecting plate
including cuting hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete
above plinth level upto 4.5 mtr height
in RS Joist. (P No B-15/168 Item No
15.17.2)
kg 200.00 62.00 12400.0048
Grading for roof water proofing
treatment with : Cement concrete 1:2:4
(1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size)
with water proof compound as per
manufactures specification. (P No B-
15/168 Item No 15.17.2)
1 40.00 40.00 0.12 1457.05
174.85
cum 4.95 3870.00 19163.24
13]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
49
Crazy marble stone flooring 20mm
thick marble stone over roof black or of
specifed color topping including filling
the gapes with cement maeble chips
mix in proportion of 4:7 (4 cemnt : 7
white black or white or black marble
chips) size from 1mm to 4mm by
volume and under layer of 25mm thick
cement concrete (1:2:4, graded stone
aggregate 12.5mm nominal size)
rubbing and polishing and cement
slurry etc. complete. (P No B-11/124
Item No 11.28.2)
1 38.00 38.00 1444.00
1444.00
sqm 134.33 482.00 64744.93
TOTAL 1943771.77
2.3% Conti. Charges 44706.75
Total 1988478.52
10% Establishment Charges 198847.85
GRAND TOTAL 2187326.37
2187326.00
Say 21.87
14]
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SWACH PROJECT DUNGARPUR
NAME OF WORK :- DETAIL ESTIMATE FOR THE CONSTRUCTION OF
COMMUNITY HALL AT BOYS ASHRAM HOSTEL ASPUR P.S. ASPUR DISTRICT
DUNGARPUR
Estimated Cost : Based On PWD BSR 2013 Circle Dungarpur
HALL SIZE (40' x 40') 21.87
S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 Surface dressing of the ground
including removing vegetation and
inequalities not exceeding 15cm deep
and disposal of rubbish lead up to 50
mtr and lift up to 1.5 mtr All kind of
soil. (P No B-1/7 No 1.34)
1 90.00 90.00 8100.00
sqm 753.49
7.53 366.00 2757.772 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr. All kind of soft/lose soil (P
No B-1/2 No 1.8)
column 11 7.00 5.75 5.00 2213.75
column 4 6.50 5.75 5.00 747.50
column 5 4.75 4.75 5.00 564.06
hall 4 22.00 3.00 4.00 1056.00
hall 2 13.00 3.00 4.00 312.00
kitchen 4 19.00 3.00 4.00 912.00
kitchen 3 11.00 3.00 4.00 396.00
porch 1 24.00 3.00 4.00 288.00
porch 1 20.00 3.00 4.00 240.00
porch 2 4.00 3.00 4.00 96.00
porch 1 10.00 3.00 4.00 120.00
TOTAL :- cuft 6945.31
196.56
cum (80% Qty Earth work 157.25 106.00 16668.443 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift upto
1.5 Mtr. Including taking out the
excavated soil and depositing and
refilling of Jhiri with watering and
ramming and disposal of surplus
excavated soil as directed within a lead
of 50 mtr.Including stacking of useful
material if vaailable Ordinary rock (P
No B-1/2 Item No 9.9.1)
cum (20% Qty Earth work 39.31 251.00 9867.40
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
4 Providing and Laying in position
Cement concrete including curring
compaction etc.in specified grade
excluding the cost of centering and
shuttering - All work up to plinth Level
1:4:8 (1 cement : 4 course sand : 8
graded stone aggregate 40mm nominal
size) (P No B-3/14 Item No 3.2.7)
11 7.00 5.75 0.50 221.38
4 6.50 5.75 0.50 74.75
5 4.75 4.75 0.50 56.41
4 22.00 3.00 0.50 132.00
2 13.00 3.00 0.50 39.00
4 19.00 3.00 0.50 114.00
3 11.00 3.00 0.50 49.50
1 24.00 3.00 0.50 36.00
1 20.00 3.00 0.50 30.00
2 4.00 3.00 0.50 12.00
1 10.00 3.00 0.50 15.00
TOTAL :- 723.03
CUM 20.46 2698.00 55208.535 Filling in plinth with locally available
river shingle under floors including
watering ramming consolidating and
dressing complete including cost of
shingles sand. (P No B-1/7 Item No
1.33)
Hall 1 26.75 18.75 2.50 1253.91
Porch 1 19.25 11.75 2.50 565.47
Coridor 1 44.00 4.00 2.50 440.00
Coutyard 1 14.75 19.25 2.50 709.84
Room 1 11.75 11.25 2.50 330.47
Store 1 6.75 11.00 2.50 185.63
kitchen 1 11.75 11.00 2.50 323.13
1 9.75 6.00 2.50 146.25
1 14.00 7.00 2.50 245.00
4199.69
cum 118.86 541.00 64301.556 Filling available excavated earth
(excluding rock) in trenches, plinth side
of foundation etc. in layers not
exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering including lead
up to 50 mtr and with all lift (P No B-
1 18.00 9.00 1.00 162.00
1 38.00 4.00 1.00 152.00
1 14.00 7.00 1.00 98.00
412.00
cum 11.67 51.00 595.07
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
7 Random.Rubble.Stone masonry
forFoundation and plinth in cement
sand mortar above 30cm thick wall
cement mortar 1:6 (1 cement:6 sand) (P
No B-1/7 Item No 1.30)
I Offcet 4 22.00 2.50 4.00 880.00
2 13.00 2.50 4.00 260.00
4 19.00 2.50 4.00 760.00
3 11.00 2.50 4.00 330.00
1 24.00 2.50 4.00 240.00
1 20.00 2.50 4.00 200.00
2 4.00 2.50 4.00 80.00
1 10.00 2.50 4.00 100.00
II Offcet 4 22.00 2.00 1.50 264.00
2 13.00 2.00 1.50 78.00
4 19.00 2.00 1.50 228.00
3 11.00 2.00 1.50 99.00
1 24.00 2.00 1.50 72.00
1 20.00 2.00 1.50 60.00
2 4.00 2.00 1.50 24.00
1 10.00 2.00 1.50 30.00
III Offcet Plinth 4 22.00 1.50 1.50 198.00
2 13.00 1.50 1.50 58.50
4 19.00 1.50 1.50 171.00
3 11.00 1.50 1.50 74.25
1 24.00 1.50 1.50 54.00
1 20.00 1.50 1.50 45.00
2 4.00 1.50 1.50 18.00
1 10.00 1.50 1.50 22.50
4346.25
TOTAL :- cum 122.99 1755.00 215855.028
Brick masonary in foundation and
plinth with bricks of class designation
75 in Cement mortar 1: 6 (1 cement : 6
coarse sand) Add extra for brick work
in super structure up to third storey (P
No B-5/27 Item No 5.1.7 & 5.2)
Long Wall 2 17.50 0.75 10.00 262.50
4 13.25 0.75 10.00 397.50
1 9.75 0.75 10.00 73.13
1 12.00 0.75 10.00 90.00
1 7.50 0.75 10.00 56.25
4 19.75 0.75 10.00 592.50
Short wall 1 11.50 0.75 10.00 86.25
1 12.50 0.75 10.00 93.75
4 40.00 0.75 3.00 360.00
2011.88
56.93
Deduction W 13 3.00 0.75 7.00 204.75
V 3 2.00 0.75 4.00 18.00
D 3 6.00 0.75 8.00 108.00
D 6 2.50 0.75 8.00 90.00
420.75
11.91
cum Net Qty 45.03 3060.00 137783.13
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No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
9Half brick masanory in foundation and
plinth using brick of designation 75
cement mortar 1 : 4 (1 cement : 4
coarse sand) Add extra for half brick
masanory in super structure upto third
story including cost of nominal hoop
reinforcement (2 Nos, 6mm M.S. bar at
every fourth course) (P No B-5/28 Item
No 5.8.3 & 5.9)
1 7.00 10.00 70.00
1 2.50 10.00 25.00
2 4.00 10.00 80.00
175.00
16.28
Deduction 3 2.50 7.00 52.50
4 2.00 1.00 8.00
60.50
5.63
Sqm Net Qty 10.65 392.00 4175.2610 Centering and shuttering with plywood
or steel sheets including strutting
prooping bracing both ways and
removel of formwork for foundation in
basements rafts, footings, straps beams,
bases of columns etc. upto plinth level.
(P No B-4/19 Item No 4.6)
column (11X4) 5.00 1.00 220.00
column (4X4) 4.00 1.00 64.00
column (5X4) 3.00 1.00 60.00
stair base 1 4.00 1.00 4.00
2 2.00 1.00 4.00
352.00
sqm 32.74 99.00 3241.6711
Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Suspendede floor roofs landing
staircase, balconies, girders, centilevers,
bands, coping bed plates, ancher blocks,
sills, chhajjas, lintel, beam etc. (P No
B-4/20 Item No 4.7.2)
Plinth beam (2X4) 39.25 0.75 235.50
Plinth beam (2X4) 43.50 0.75 261.00
Plinth beam (2X1) 2.75 0.75 4.13
Plinth beam (2X2) 19.75 0.75 59.25
Plinth beam (1X2) 11.25 0.75 16.88
Plinth beam 1 12.50 0.75 9.38
586.13
sqm 54.52 189.00 10304.90
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
12 Centering & shuttering with plywood or
steel sheets including strutting,
propping bracing both ways with
wooden members and removel of
formwork for upto floor three level for.
Columns, pillar, posts and struts etc. (P
No B-4/20 Item No 4.7.3)
Lintel (2x4) 19.50 0.75 87.75
Beam (1X2) 12.50 0.75 18.75
Beam (2X1) 3.50 0.75 5.25
Beam (2X1) 2.50 0.75 3.75
porchslab 1 14.00 9.00 126.00
stair ramp 1 25.00 4.00 100.00
projection 1 20.50 2.00 41.00
projection 1 32.00 4.00 128.00
projection 1 40.00 4.00 160.00
projection 4 21.00 2.00 168.00
670.50
sqm 62.37 179.00 11164.6013
Providing and laying in position
specified grade of cement concrete for
all RCC structural elements upto plinth
level including curing compaction,
finishing with rendering in cement sand
mortar 1 : 3 (1 cement : 3 coarse sand)
and making good the joints excluding
the cost of cenetering , shuttering and
reinforcement M20 grade nominal mix
(with graded stone aggregate 20mm
nominal size) (P No B-4/18 Item No
4.2.1.2)
11 7.00 5.75 1.00 442.75
4 6.50 5.75 1.00 149.50
1 4.00 4.00 2.00 32.00
2 17.50 1.00 0.75 26.25
4 13.25 1.00 0.75 39.75
1 9.75 1.00 0.75 7.31
4 19.75 1.00 0.75 59.25
1 11.50 1.00 0.75 8.63
765.44
cum 21.66 4967.00 107581.4414
Providing and laying in position
specified grade of cement concrete for
all RCC strustural elements upto floor
three level including curing
compaction, finishing with rendering in
cement sand mortar 1 : 3 (1 cement : 3
coarse sand) and making good the joints
excluding the cost of cenetering ,
shuttering and reinforcement for -
Beams, suspended floor , roofs,
griders,having slops up to 15 landing,
balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases
and spiral staircases M20 grade
nominal mix. (P No B-4/21 Item No
4.12.3)
11 2.00 0.75 14.00 231.00
4 1.50 0.75 14.00 63.00
5 0.75 0.75 14.00 39.385]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
2 17.50 0.75 0.75 19.69
4 13.25 0.75 0.75 29.81
1 9.75 0.75 0.75 5.48
4 19.50 0.75 0.75 43.88
2 11.50 0.75 0.75 12.94
2 12.50 0.75 0.75 14.06
4 3.50 1.50 0.50 10.50
4 2.50 1.50 0.50 7.50
1 40.00 40.00 0.50 657.05
1 4.00 2.50 0.50 5.00
1 14.00 9.00 0.50 63.00
1 25.00 4.00 0.50 50.00
1 2.50 0.75 1.50 2.81
1 32.00 0.75 1.50 36.00
1 40.00 0.75 1.50 45.00
4 21.00 0.75 1.50 94.50
1255.10
35.55 4945.00 175770.4315
Providing and fabricating reinforcement
for R C c work including straightening,
cutting, bending, placing in position
and binding (inclding cost of binding
wire) all complete up to floor three
level Hot rolled deformed bars . (P No
B-4/21 Item No 4.12.3)
Qty as per Item No 13 21.66 86.00 1862.69
Qty as per Item No 14 35.55 90.00 3199.06
kg 5061.75 68.00 344199.1416 Random rubble dry stone kharanja
under floor (P No B-11/128 Item No
11.44)
1 28.00 19.00 0.50 266.00
1 11.75 12.00 0.50 70.50
1 12.00 7.25 0.50 43.50
1 14.75 9.25 0.50 68.22
1 11.00 12.00 0.50 66.00
1 4.00 6.75 0.50 13.50
1 7.25 4.00 0.50 14.50
1 4.00 4.00 0.50 8.00
1 2.50 7.00 0.50 8.75
1 14.25 9.00 0.50 64.13
1 10.50 19.25 0.50 101.06
1 4.00 40.00 0.50 80.00
804.16
cum 22.77 498.00 11341.5417 Plaster on new surface on walls in
cement sand mortar 1:6 including
racking of joint etc. complete fine finish
20mm thick. (P No B-12/135 Item No
12.9.2)
(A) Inner Plaster
1 28.00 11.50 322.00
2 19.00 11.50 437.00
beam 2 11.00 11.50 253.00
stair ramp 2 12.00 12.00 288.00
6 4.00 11.50 276.00
hr 4 7.00 11.50 322.00
2 7.00 11.50 161.00
2 4.00 11.50 92.00
2 14.75 11.50 339.25
2 19.25 11.50 442.756]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
1 11.75 11.50 135.13
1 12.00 7.25 87.00
1 14.75 19.25 283.94
1 11.00 11.50 126.50
1 4.00 6.75 27.00
1 7.25 4.00 29.00
1 4.00 4.00 16.00
1 2.50 7.00 17.50
1 14.25 9.00 128.25
1 4.00 40.00 160.00
Outer Plaster 2 40.00 15.00 1200.00
1 29.50 12.00 354.00
1 19.50 12.00 234.00
1 10.50 12.00 126.00
1 20.50 12.00 246.00
4 4.00 6.00 96.00
7 4.00 12.00 336.00
2 40.00 3.00 240.00
1 25.00 4.00 100.00
1 25.00 7.50 187.50
7062.81
657.01
Deduction 13 3.00 7.00 273.00
3 2.00 4.00 24.00
3 6.00 8.00 144.00
6 2.50 8.00 120.00
4 2.00 1.00 8.00
569.00
52.93
sqm Net Qty 604.08 97.00 58595.3318
Polished blue kota stone flooring
skirting laid over 20mm thick base of C
M 1:4 and jointed with grey cement
slurry to match the shade of the slab
including rubbing and polishing
complete (P No B-11/126 Item No
11.35.3)(a) For area of each slab from 2001 to 5000
sq cm 25mm thick slab
1 28.00 19.00 532.00
1 11.00 12.00 132.00
1 14.75 19.25 283.94
1 12.00 11.75 141.00
1 12.00 7.00 84.00
1 2.50 7.00 17.50
1 10.50 19.50 204.75
1 4.00 40.00 160.00
1 14.00 9.00 126.00
1681.19
156.39 630.00 98525.41
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
(b) For area of each slab from 901 to 2000
sq cm 25mm thick slab (P No B-11/126
Item No 11.35.2 (a))
1 28.00 0.50 14.00
2 19.00 0.50 19.00
2 11.00 0.50 11.00
12 12.00 0.50 72.00
2 14.75 0.50 14.75
2 19.25 0.50 19.25
2 12.00 0.50 12.00
2 11.75 0.50 11.75
2 12.00 0.50 12.00
2 7.00 0.50 7.00
2 2.50 0.50 2.50
2 10.50 0.50 10.50
2 4.00 0.50 4.00
2 14.00 0.50 14.00
2 7.00 0.50 7.00
2 19.00 0.50 19.00
1 40.00 0.50 20.00
1 9.00 0.50 4.50
11 3.25 0.75 26.81
21 4.25 1.00 89.25
21 4.25 0.50 44.63
434.94
sqm 40.46 638.00 25813.0318 a
19Polished blu kota stone slab having fine
machine cut edges laid on 12mm (av)
thick cement mortar 1:3 and jointed
with grey cement slurry mixed with
pigment to match the shade of the slab,
including rubbing and polishing
complete 30mm thick slab area 2001 to
5000 sq cm (P No B-11/127 Item No
11.37.3)
(2X4) 7.00 1.00 56.00
(2X5) 7.00 0.50 35.00
(2X4) 3.00 1.00 24.00
(2X5) 3.00 0.50 15.00
23 3.00 1.00 69.00
24 3.00 0.50 36.00
235.00
21.84 699.00 15266.2620
Providing and fixing T iron frames for
doors windows and ventilators of mild
steel Tee=sections, joints mitred and
welded with 15X3mm lugs 10cm long
embeded in cement concrete blocks
15X10X10cm of 1 :3 :6(1 cement
3coarse sand 6 graded stone aggregate
20mm nominal size) or with wooden
plugs and screws or rawl plugs and
screw or with fixing clips or with bolts
and nuts as require including fixing of
necessary butt hings and screw and
applying a priming coat of approved
steel primer (P No B-9/93 Item No
9.13)
kg 250.00 92.00 23000.00
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
21Providing and fixing flush door shutters
non decorative type (hello core
construction) with internel frame of Ist
grade wood having styles and top rails
of 100mm wodth & bottom and lock
rails of 150mm width with 3 nos cross
battens of 50mm thick width and 12nos
50mm vertial moddle member throught
length using 4mm thick commercial ply
on both faces of shutters & 6 mm thick
beading of respective wood using with
approved steel fitting as per annexure A
30mm thick (P No B-8/83 Item No
8.20.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
3 3.00 7.00 63.00
3 2.50 7.00 52.50
568.50
52.83 1871.00 98853.4922
Supplynig and fixing fixed wire gage of
14 mesh X24 gaugeti tha metel frame
of rolled section by metel beading
20X3mm with suitable screw at not
exceeding 150mm distance. (P No B-
9/98 Item No 9.31)
Area sams as per Glazed Door sqm 13 3.00 7.00 273.00
2 3.00 5.00 30.00
3 3.00 2.00 18.00
4 2.00 4.00 32.00
353.00
32.84 543.00 17830.6023 Providing and fixing steel gate
grating and grills made of angles
,tees ,square bars or flats black pipe
with hold fast and fitting complete as
per design and drawing including
cuting welding and febrication with
priming coat of red oxide (P No B-
9/95 Item No 9.19)kg 400.00 79.00 31600.00
24 Construction of septic Tank in all types
of soil with 40 cm thick masonary in
CM 1:6:15 Cm thick C C bed of 1:5:10
M -15 grade C C flooring & over stone
slab covering , 80 mm thick slab
jointing of slab in CM 1:3 Ralthal,
Kharanja, 50 mm thick stone partition
walls 20 mm thick plaster in CM 1:6
finished with near floating cement, 4
Nos C.I foot rests of approved design
two No 450 mm dia each Ferro cement
cover with frame, earth work etc.
complete as per approved drawing
including disposal of surplus earth
(P No B-3/43 Item No 3.29.3)
Size 400 X 140 X 150 CM (50 user )
Total Each 1 26918.00 26918.00
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
25 Construction of Main hole, in all types
of soil, inner size 1.5 * 1.2 M, with
450mm thick masonry in CM 1:6, 10
CM. thick ecment concrete 1:5:10 in
foundation, 20mm thick inside plaster
in CM 1:6, finished with floating neat
cement, 50mm thick M-15 grade C.C.
flooring ferro cement cover with frame
of 450mm dia earth work etc complete
including disposal of surplus earth with
in 50 mtr lead as per design(depth upto
1.5mtr)
(P No B-3/41 Item No 3.22.1)
Total each 1 1.00 13366.00 13366.00
26 Construction of chamber in all types of
soil with 300mm thick masonry in C.M.
1:6, 100mm thick cement concrete
1:5:10 in foundation 20mm thick inside
plaster in CM 1:6, finished with
floating neat cement, 50mm thick M-15
grade CC flooring, earth work etc.
complete as per design including
desposal of surplus earth with in a lead
of 50 mtr . Inside size 450 X 450mm
depth upto 0.5 M Cement cover with
frame (P No B-3/42 Item No 3.23.2)
Total Each 2 2.00 1722.00 3444.00
27 Construction of soakage well in all
types of soil 300mm thick dry stone
masonry top & bottom 300mm course
in CM 1:6, 80mm thick stone slab
jointing of slab in CM 1:3 ralthal
Kharanja 40mm thick M-15 grade CC
flooring earth work complete as per
approved drawing including disposal of
earth with in a lead of 50 mtr Size
300Cm dia outside & 300 Cm depth (P
No B-3/42 Item No 3.24.1)
Total each 1 1.00 12537.00 12537.00
28 Providing & Laying jointing glazed SW
pipes grade "A" (IS : 651 marked) of
approved make with spun yarn & stiff
mixture of cement mortar 1:1
excavation & refilling of earth in all
types of soil upto 1.2 m depth S.W.
fittings including testing of joints etc (P
No S-3/30 Item No 3.1.1 & 3.1.2)
100mm dia Mtr 10 10.00 191.00 1910.00
150mm Dia Mtr 10 10.00 323.00 3230.00
29 P & F I Qulity WVc Urinal with 25mm
dia GI waste of pipe dome waste
coupling concealed iron brackets or
screw etc complete Flate back small
456 X 355 X 265mm (S No B-1/3 Item
No 1.15.1)
No 1 1.00 987.00 987.00
10]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
30 Providing & laying C.C. 1:5:10 (stone
aggregate 40mm nominal size) all
around S.W. pipe including 15Cm.
Thick bed concrete(width W = diameter
of pipe in cm+30cm) (excluding cost of
pipe)
(P No B-3/31 Item No 3.2.1 & 2.2.2)
100mm Dia SW pipe Mtr 10 10.00 460.00 4600.00
150mm Dia 10 10.00 552.00 5520.00
31 P & F SW square month Gully trap 'A'
grade (ISI marked) of approved make of
design in existing man- hole size
150x100mm.
(P No S-3/32 Item No 3.4.2)
Total No 2 2.00 191.00 382.00
32 P & F GI pipe (internal work) with GI
fittings (IS : 1239 mark) & MS clamps
including cutting & making good the
walls and floors
A) 15mm dia nominal bore 'A' class pipe. Mtr 1 20.00 20.00 162.00 3240.00
B) 25mm dia nominal bore 'A' class pipe Mtr 1 20.00 20.00 284.00 5680.00
(P No S-2/17 Item No 2.1.1 & 2.1.3)
33 Supply of GI unions (IS) for pipe fitting
(P No S-3/28 Item No 2.32.1 & 2.32.3)
15 mm Dia No 10 10.00 58.00 580.00
25 mm Dia No 10 10.00 121.00 1210.00
34 P & F Bib cock (IS : 8931 mark)
superior quality of approved make
Brass 400 grams. 15mm (P No S-2/20
Item No 3.7.1) No. 6 6.00 351.00
2106.00
35 P & F Full way valve (IS : 778 mark or
wheel valve of approved make. Gun
metal 15mm. (P No S-2/23 Item No
2.15.1) No. 2 2.00 316.00
632.00
36 P & F Flush cock /Flush Valve (IS :
9758 mark For WC of approved Quality
make cp brash exposed 25 mm nominal
bore (P No S-2/22 Item No 2.14.3)
No. 2 2.00 1026.00
2052.00
37 P & F European type white glazd
vitreous china Ist quality W C including
cuting and making good the wall and
floor Wall Mounting (syphonic) (P No
S-1/2 Item No 1.7.3)
Total No. 2 2.00 4303.00 8606.00
38 P&F PVC Storage Tank (IS : 12701
marked indicating the BIS license No.)
of approved make with cover, 25mm
dia 1M long G.I. over-flow pipe & 25
Cm. long wash out pipe with plug &
socket, including making connection
etc. complete of approved design. 1000
liters (P No S-2/26 Item No 2.26.5)
Total No 2 2.00 8097.00 16194.00
11]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
39 P & F rigid PVC Pipe (IS: 4985 mark)
class II/(4 Kg/Cm2) approved quality
/make including joining the pipe with
solvent cement rubber ring and
lubricant (P No B-3/38 Item No 3.19.3)
110 mm dia Mtr 1 30.00 30.00 200.00 6000.00
40 Providing and fixing Ist quality MAT
finished ceremic tiles size 300 X
300mm confirming to IS 13753 colour
such as white, grey, ivory, fume red
brown, in walls, floor, steps, pillar etc.
laid on a bed of neat cement slury
including nicely finished joints using
water proof joint filler powder (untile
or roffe make) and finishing with flush
pointing in white cement mixed with
pigment to match the shade of tile
complete (including the cost of cement
mortsr bed 1:4) categary A kajariya,
jhonson, somani make. (P No S-1/15
Item No 1.65)
WC wall 8 4.00 7.00 224.00
Bath 2 8.00 7.00 112.00
Flooring 2 6.50 7.00 91.00
1 9.00 4.00 36.00
1 8.00 4.00 32.00
1 3.50 4.00 14.00
1 4.00 4.00 16.00
Total sqft 525.00
48.84 990.00 48348.84
41 Providing and fixing Ist qualitystandard
white, grey, ivory, fume red brown,
light green, light blue and other light
shades glazed tiles ISI marked (IS :
13753) of size 300mm X 200mm in
walls, floors, steps, pillars etc. laid on a
bed of neat cement slur (P No S-1/15
Item No 1.64.4)
1 8.00 4.00 32.00
1 8.00 4.00 32.00
64.00
5.95 1086.00 6465.49
42 Providing batta (gola) 75mm X 75mm
in cement concrete (1:2:4) including
finishing with cement mortar 1 :3 as per
standard design. (P No B-10/106 Item
No 10.8)
1 160.00 160.00
160.00
mtr 48.78 36.00 1756.10
43 Distempering with oil bound washable
distemper of approved brand and
manufecture to give an even shade
including all scaffolding New work
(two or more coats) over and including
scraping and priming coat with cement
primer. (P No B-12/142 Item No
12.51.1)12]
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
Area same as per Inner plaster 604.08 51.00 30807.85
44 Applying birla Jk white cement based
putty over cement plaster surface for
making even surface. (P No B-12/134
Item No 12.5)
604.08 157.00 94839.87
45 Applying priming coat with ready mix
pink or grey primer of approved brand
and menufacture on wood work hard
and soft wood. (P No B-12/143 Item
No 12.55.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 26.00 1823.63
46 Painting with enemel paint of approved
brand and manufacture to give an even
shade two or more coats on new work.
(P No B-12/145 Item No 12.68.1)
13 3.00 7.00 273.00
3 6.00 10.00 180.00
6 6.00 1.00 36.00
6 3.00 7.00 126.00
6 3.00 1.00 18.00
6 2.50 7.00 105.00
8 2.00 1.00 16.00
754.00
70.14 56.00 3927.81
47 Structural steel work in single section
fixed without connecting plate
including cuting hoisting, fixing in
position and applying a priming coat of
approved steel primer all complete
above plinth level upto 4.5 mtr height
in RS Joist. (P No B-15/168 Item No
15.17.2)
kg 200.00 62.00 12400.0048
Grading for roof water proofing
treatment with : Cement concrete 1:2:4
(1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size)
with water proof compound as per
manufactures specification. (P No B-
15/168 Item No 15.17.2)
1 40.00 40.00 0.12 1457.05
174.85
cum 4.95 3870.00 19163.24
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S.
No.
Particulars Unit No L B H Qty Rate per
unit
Amount Rs
49
Crazy marble stone flooring 20mm
thick marble stone over roof black or of
specifed color topping including filling
the gapes with cement maeble chips
mix in proportion of 4:7 (4 cemnt : 7
white black or white or black marble
chips) size from 1mm to 4mm by
volume and under layer of 25mm thick
cement concrete (1:2:4, graded stone
aggregate 12.5mm nominal size)
rubbing and polishing and cement
slurry etc. complete. (P No B-11/124
Item No 11.28.2)
1 38.00 38.00 1444.00
1444.00
sqm 134.33 482.00 64744.93
TOTAL 1943771.77
2.3% Conti. Charges 44706.75
Total 1988478.52
10% Establishment Charges 198847.85
GRAND TOTAL 2187326.37
2187326.00
Say 21.87
14]
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SWACH PROJECT, DUNGARPUR
TERMS & CONDITIONS FOR CIVIL WORK CONSTRUCTION
1. The Bidder will be required to submit following documents
(a) Tender Fee and EMD
(b) Brief Overview about the Bidder and their business (Max. Two Pages)
(c) Documents to prove eligibility/Qualify of the Bidder for submission of
Bid
(d) Technical Bid form with supporting documents as mentioned in it
2. Original Crossed Demand Drafts in the name of PROJECT OFFICER SWACH,
DUNGARPUR towards Earnest Money and Tender Fee as given in the Tender Notice
must be submitted on or before the prescribed date and time to the PROJECT
OFFICER SWACH DUNGARPUR. Those who submit these Bank instruments through
Speed post/Courier should ensure that these documents reach at the Office
of the SWACH PROJECT OFFICE DUNGARPUR on or before prescribed date and time.
The OFFICE shall not be responsible for any delay or delivery of the document
at any other locations. Bids, if any, submitted by a bidder after expiry date
whose EMD and Tender Fee shall not be considered and will be rejected. Earnest
Money should be deposited only in form of crossed Bank draft/Banker cheque
in the name of PROJECT OFFICER SWACH DUNGARPUR . Cheques, F.D.R. and Cash
are not accepted in any case.
3. Only bidders who satisfy the Pre-qualification/Eligibility criterions
need to submit their bid. The documents as mentioned in the
Pre-qualification/Eligibility conditions must be submitted as proof to
assess capability of the Bidder for CIVIL CONSTRUCTION WORK
4. If the bidder resiles from his offer or offers his own (counter) terms
& conditions after opening of the tenders , his earnest money shall be liable
to be forfeited.
5. This contract will be valid for a period of six months from date of opening
of the financial bid. However, it can be extended on mutual agreement.
6. The PROJECT OFFICER SWACH DUNGARPUR reserve the right to accept any tender,
not necessarily the lowest and reject any tender without assigning any
reason.
7. The contract can be repudiated at any time by the PROJECT OFFICER SWACH
DUNGARPUR if the work is not executed in time and /or to satisfaction after
giving an opportunity to the contractor.
8. All legal proceedings which may arise relating to this contract shall be
subject to the Jurisdiction of the appropriate court situated in Dungarpur.
9. The bidder(s) should not quote their own(means counter) conditions while
submitting the tender. Any counter- condition or counter proposals submitted
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by the bidder will not be considered at all. If a bidder imposes conditions
mentioned herein his tender shall be liable to summary rejection. The firm
intending to get their counter or extra conditions accepted should not submit
the tender and when once the tender is submitted it will be construed that
the bidder agrees to all the terms and conditions of the tender.
10. Notwithstanding any thing contained herein before in these special terms
& conditions, the SWACH PROJECT OFFICE reserves itself the right to take
action against the defaulting bidder for any kind of misbehavior or for any
breach of the Contract what-so-ever by way of imposing of penalty, forfeiting
of security money, cancellation of order , cancellation of the agreement and
blacklisting and such other action according to the SWACH PROJECT OFFICE
rules
11. The firm should not be black listed by Govt./Public Sector/Educational
Institution
12. Time and correctness of the work will be the essence of the contract and
for any delays and errors the Results , the firm will be required to pay for
the liquidated damages as per penalties given in the scope of work as well
as follows whichever is maximum:-
1. For delay up to 25% of the supply period, 21/2 % of the value of the
balance supply.
2. For delay up to 50% of the stipulated supply period, 5 % of the value
of the balance supply.
3. For delay up to 75% of the stipulated supply period, 71/2 % of the
value of the balance supply.
4. For delay up to 100% of the stipulated supply period, 10 % of the value
of the balance supply.
13. Approved bidder will have to execute an agreement in prescribed format
on a nonjudicial stamp of Rs. 1000/- at his own cost within seven days from
receipt of the letter from this office.
14. T.D.S. will be deducted from the bill @ 2.00% or as per Govt. rules at
the time of payment by the concerning DDO’s.
15. The successful bidder will have to furnish a Bank Guarantee/DD for the
5% of the of the cost of work as security deposit.
16. No previous earnest money deposited along with any other tender will be
adjusted against this tender.
PROJECT OFFICER SWACH DUNGARPUR
I/we hereby declare that I/we read carefully all the above mentioned Special
Terms & Conditions and I/we agree to confirm these.
Signature and seal of the Bidder Date:
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TECHNICAL EOI FORM
(To be submitted with enclosures. Technical EOI form without documents to
support the claim will be rejected. Please number all documents and enter
page number of documents)
S.No. Particulars Information and details of
documents enclosed for the
support.(please number each
document)
1 Name of the Bidder/Agency
submitting EOI
2 Address of the bidder /Agency
submitting EOI for
correspondence
3 Name of contact person with
Mobile number and E-mail
address
4 Land Line number and FAX Number
5 Earnest Money Deposit in
favour of PROJECT OFFICER,
SWACH, DUNGARPUR
Tender fee. Amount: DDNo.
Processing Fee: Amount: DD No.
EMD: Amount: DD No.
6 As per eligibility criteria
(1) only Individual
organization is eligible to
submit bid. No consortium or
subletting of the work to any
other firm is allowed. Do you
agree and satisfy this
condition
7 Enclose Certificate of
Incorporation/ Articles of
association/ Partnership
Deed, etc.
8 The bidder should be an
established, reputed and
reliable firm in the field of
civil construction work and
must have completed similar or
equivalent 2 project worth Rs.
25 lacs and above.
9 Whether your firm has been
blacklisted or pending any
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enquiry against your firm by
any Government/PSU. Submit an
undertaking.
10 Annual Reports / audited
Balance Sheet and Profit & Loss
Account of the Bidder for the
last three Financial Years
clearly mentioning the
revenues and net worth of the
Bidder for these years.
Financial Year 2012-2013
Financial Year 2013-2014
Financial Year 2014-2015
11 Service TAX Registration No
12 Copy of PAN Card .
13 Do you agree to complete the
work in the specified period.
Enclose an undertaking
14 Attach letter of declaration
/undertaking with details of
infrastructure and technical
staff available with the
bidder
15 Other information enclosed
16 Enclose one copy of the Terms
and conditions of the Tender
document signed on every page
CERTIFICATE
This is to certify that we have read details of the work to be carried out,
deliverables, time period for delivery/implementation, Penalty
clauses/damages to be paid in case of delays and mistakes, loss of data etc.
given in the scope of work and terms and conditions. We hereby agree to abide
by the same.
Signature Name and Address of the Bidder
Seal
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