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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

TRIAL MODE − a valid license will remove this message. See the keywords property of this PDF for more information.

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


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


the Institution

4 Tax registration and

Clearance

The bidder should have

necessary Tax

registrations

Copy of Sales

Tax/Service tax

registration and

PAN card.


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








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]


S.

No.


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]


S.

No.


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]


S.

No.


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]


S.

No.


unit

Amount Rs

12 Centering & shuttering with plywood or





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



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]


S.

No.


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]


S.

No.


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]


S.

No.


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,


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]


S.

No.


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]


S.

No.


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]


S.

No.


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]


S.

No.


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]


S.

No.


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]


S.

No.


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]




COMMUNITY HALL AT BOYS ASHRAM HOSTEL E.M.R.S. PARDA CHUNDAVAT

P.S. SABALA DISTRICT DUNGARPUR


HALL SIZE (40' x 40') 21.87

S.

No.


unit

Amount Rs






soil. (P No B-1/7 No 1.34)

1 90.00 90.00 8100.00

sqm 753.49










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


196.56











No B-1/2 Item No 9.9.1)


1]


S.

No.


unit

Amount Rs









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






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








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]


S.

No.


unit

Amount Rs






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


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






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]


S.

No.


unit

Amount Rs









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








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










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]


S.

No.


unit

Amount Rs







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












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
















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]


S.

No.


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







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



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





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]


S.

No.


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









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]


S.

No.


unit

Amount Rs



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









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















9.13)

kg 250.00 92.00 23000.00

8]


S.

No.


unit

Amount Rs














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






9/98 Item No 9.31)


2 3.00 5.00 30.00

3 3.00 2.00 18.00

4 2.00 4.00 32.00

353.00








9/95 Item No 9.19)kg 400.00 79.00 31600.00















(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]


S.

No.


unit

Amount Rs












1.5mtr)

(P No B-3/41 Item No 3.22.1)

Total each 1 1.00 13366.00 13366.00













Total Each 2 2.00 1722.00 3444.00











No B-3/42 Item No 3.24.1)

Total each 1 1.00 12537.00 12537.00








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





456 X 355 X 265mm (S No B-1/3 Item

No 1.15.1)

No 1 1.00 987.00 987.00

10]


S.

No.


unit

Amount Rs






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




150x100mm.

(P No S-3/32 Item No 3.4.2)

Total No 2 2.00 191.00 382.00




walls and floors



(P No S-2/17 Item No 2.1.1 & 2.1.3)


(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




Item No 3.7.1) No. 6 6.00 351.00

2106.00




2.15.1) No. 2 2.00 316.00

632.00





No. 2 2.00 1026.00

2052.00





S-1/2 Item No 1.7.3)

Total No. 2 2.00 4303.00 8606.00









Total No 2 2.00 8097.00 16194.00

11]


S.

No.


unit

Amount Rs






110 mm dia Mtr 1 30.00 30.00 200.00 6000.00















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








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





No 10.8)

1 160.00 160.00

160.00

mtr 48.78 36.00 1756.10








12.51.1)12]


S.

No.


unit

Amount Rs





Item No 12.5)

604.08 157.00 94839.87





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




(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








15.17.2)

kg 200.00 62.00 12400.0048







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]


S.

No.


unit

Amount Rs

49













Item No 11.28.2)

1 38.00 38.00 1444.00

1444.00

sqm 134.33 482.00 64744.93

TOTAL 1943771.77


Total 1988478.52



2187326.00

Say 21.87

14]




COMMUNITY HALL AT BOYS ASHRAM HOSTEL FALOJ P.S. DOVADA DISTRICT

DUNGARPUR


HALL SIZE (40' x 40') 21.87

S.

No.


unit

Amount Rs






soil. (P No B-1/7 No 1.34)

1 90.00 90.00 8100.00

sqm 753.49










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


196.56











No B-1/2 Item No 9.9.1)


1]
