REPAIRING AND RENOVATION WORK AT ITI (PROVISION FOR DOOR-WINDOW, COLOUR WORK, GENTS TOILET, SUMP ETC) AT MODASA ITI TALUKA: MODASA DISTRICT: ARVALLI

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

1 Excavation for foundation upto 1.5 m depth 218.19 122.99 Cum

including sorting out and stacking of useful

materials and disposing off the excavated

stuff upto All lift and lead.(A) Loose or soft

2 Providing and laying controlled cement 55.91 4394.01 Cum

concrete M150 for curing complete including

cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

3 Brick work using common burnt clay building 65.02 4214.33 Cum

bricks having crushing strength not less than

35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine

sand) (B) Conventional below plinth

4 Brick work using common burnt clay building 30.82 4498.66 Cum

bricks having crushing strength not less than

35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine

sand) (B) Conventional All Floor

5 Half Brick masonry in common brunt clay 58.74 681.36 Sqm

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 -coarse sand ) in

foundation and plinth (B) Conventional in

super structure. for All Floor

6 Providing and laying controlled cement 38.34 6760.07 Cum

concrete M200 and curing complete

including the cost of form work but excluding

the cost of reinforcement for reinforced

concrete work in Plinth Slab, Columns,

Beam, Chhajja, Lintal, Slab, Stair, RCC

Wall, Coping etc. For All Floor

7 Providing IS Mark TMT FE-500D bar 6440.00 77.57 Kg

reinforcement for RCC work including

bending & placing in position complete up to

All floor Level

8 Filling in foundation and plinth with sand in 10.45 481.80 Cum

layers of 20 cm. Thickness including

watering ramming and consolidating etc.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

9 Providing 15mm thick cement plaster in 1150.55 225.71 Sqm

single coat on Rough (Similar)side of single

or half brick walls for interior plastering upto

floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand).

ForAll Floor

10 Providing 10 mm. Thick cement plaster in 194.16 157.46 Sqm

single coat for plastering on ceiling and

soffits of stairs and finished even and

smooth in : (I) Cement mortar 1:4 (1 cement

: 4 sand) smooth finish etc. complete. All

11 20 mm thick Sand faced cement plaster with 272.82 363.30 Sqm

1cmx1cm grooves as suggested by this

office consisting of 12 mm thick backing coat

of C.M. 1:3 ( 1 cement : 3 coarse sand ) and

8 mm thick finishing coat of C.M. 1:1 (

cement : 1 coarse sand) for all heights as

directed etc. complete. and as per pattern

sample aprroved by the architect or directed

engineer in-charge

12 Applying two coats of Acrylic lapy (putty) & 20640.81 40.59 Sqm

two coats of primer of approved brand and

manufacture on new wall surface to give an

even shade including thoroughly brushing

the surface free from mortar dropping and

other foreign matter and sand papered

13 Wall painting (two coats) with plastic 15162.61 82.97 Sqm

emulsion paint of approved brand and

manufacture on undecorated wall surface to

give an even shade including throughly

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

14 Painting (two coats) with plastic emulsion 10.00 88.47 Rmt

paint of approved brand and manufacture on

undecorated ceiling surface to give an even

shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

15 Wall Painting (Two coats) with weather proof 5611.02 83.83 Sqm

acraylic emulsion paint of approved brand

and manufacture and of required shade on

exterior wall surface to give an even shade

over and including primery coat with Alkaly

resistance primer of approved brand after

thoroughly brushing surface to remove all

dust and remains of loose powdered material

etc. copm. for all height

16 Providing and fixing FRP frame size 100 x 50 15.12 2363.40 Sqm

mm and 35 mm thick ( Fiber Glass with PUF

Injection ) FRP depress panel Single or

Double shutter having extra reinforcement on

sides & edges in Gel coat finish.The core of

the both shutter & frame is to be filed up with

injected fire retradat grade polyurethene

foam done in situ along with embeded

wooden pieces for stiffening & also taking

hinges & fintures.The whole FRP frame &

single or double shutter is to be waterproof,

weatherproof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & S.S

fixtures & fastenings & fartener

sleeve.Colour and Shade approved by

Engineer-In-Charge.

17 Providing and laying antiskid ceramic tiles 30 210.46 994.37 Sqm

x 30 cm size 6 mm thick in flooring treads of

steps and landing laid on a bed of 12 mm

thick cement mortar 1:3(1-cement:3-coarse

sand)finishing with flush pointing in white

18 Providing and laying primium printed glazed 70.00 1487.88 Sqm

tiles tiles size 30 x 60 cm 8 mm thick in

skirting risers of steps and dedo on 10 mm

thick cement plaster 1:3 (1-cement:3coarse

sand) and jointed with colour cement slurry

etc completed.

19 Providing and fixing 25 mm thick polished 8.40 667.61 Sqm

kota stone Shalve with full round edge and

double side polished of any required and

fixing with cement slurry & adhesive

including both exposed edges cut and

Smooth Finished as directed by engineering

in charge etc. complete.

20 Providing erecting and fixing double coated 4000.00 3.95 Ltr

PVC. (ISI) water tank of required capacity

each with all necessary fittings and

connection etc. complete on terrace.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

21 Providing laying and jointing in true line and 60.00 195.67 Rmt

level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at every two

metre C/C or shall be concelled as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

materials.

22 Providing laying and jointing in true line and 50.00 148.12 Rmt

level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at every two

metre C/C or shall be concelled as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

materials.

23 Providing laying and jointing in true line and 80.00 91.84 Rmt

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at every two

metre C/C or shall be concelled as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

materials.

24 Providing laying and jointing in true line and 80.00 72.65 Rmt

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at every two

metre C/C or shall be concelled as directed

including necessary fittings etc. including

testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all

materials.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

25 Providing, laying and jointing in true line and 60.00 876.11 Rmt

level 110 diametre U.P.V.C (Type B)

conforming to IS 13592-1992 with one end

plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999

of approved make for drainage system pipe

line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh

at every 2000 mm center to center or shall

be concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and

jointed with adhesive solvent cement

including cost of all materials.

26 Providing, laying and jointing in true line and 140.00 286.84 Rmt

level 75 mm dia. UPVC SWRType B pipe

conforming to IS 13592-1992 with one end

plain and other end socketed with rubbering

and fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe

line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp at every 2000 mm c/c

or shall be conceled in walss as directed

including necessary fittings such as bends,

shoes etc. including testing of pipes and

joints and jointed with adhesive solvent

cement including cost of all materials.

27 Providing and fixing in PVC SWR cowel 140.00 16.16 Rmt

went 75mm dia to pipes.(B) 75mm dia.

28 Providing and fixing in PVC SWR cowel 120.00 29.29 Rmt

went 110mm dia to pipes.(B) 110mm dia.

29 Providing and fixing PVC SWR Nahni trap IS 18.00 72.65 No

14735 for drain - 100 mm diameter with jali

of the following nominal diameter of self

cleansing design with C.I scread down or

hinged grating including the cost of cutting

and making good the walls.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

30 Providing and fixing wash down water closet 2.00 3890.52 No

(European type W C pan) with integral P and

S trap including jointing the trap with soil pipe

in cement mortar 1:1 (1 cement five sand)

including providing and fixing plastic seat

cover for wash down WC with CP brass

hinges and rubber buffers back plastic seat

with a pair of C I or MS bracket with

complete fitting such as lead valve siphon

mm dia brass ball valve with polythene float

CP brass handle unions and couplings for

connection with inlet out let and over flow

pipes 40 mm dia porcelain enameled flush

bend including cutting holes in walls and

making good the same connection the flush

bend with cistern and closet vitreous china.

31 Provision and fixing water closet squatting 6.00 1845.27 No

orissa type W.C. pan size 580mm integral

footrest and 100 mm P or S trap and in

cluding 25 mm dia CP brass flush valve and

GI inlet connection etc. comp. (A) Vitreous

china long pattern white or color

32 Providing and fixing ball cock of approved. 16.00 189.84 No.

quality as directed.(A) Copper Metal (ii)

33 Providing and fixing screw down bib taps of 40.00 987.78 No.

following size.(A) Brass screw down bib tap

crome finished polished bright. (i) 15mm dia.

34 Providing and fixing Urinal of approved 14.00 3530.96 No.

quality including connection with trap and

with integral longitudinal flush pipe.(A)

Squating plate pattern white earthenware

35 Providing and fixing S.W. gully trap with C.I. 20.00 1246.92 No.

grating brick masonry chamber and water

tight C.I. cover with frame of 300mm x

300mm size (inside) with standard weight (i)

Square mouth traps (B) 150mm x 100mm

size P or R type

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

36 Constructing brick masonry chamber for 8.00 3223.92 Sqm

underground C.I. Inspection chamber and

bends with briocks having croshing strength

not less than 35Kg. Cm2 in C.M. 1:5 precast

RCC cover 455mm x 610mm intenal

dimensions with frame (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement

on walls and bed concrete etc. complete (i)

Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

37 Providing and fixing coloured self adhesive 6.00 5309.57 Sqm

PU-Tactile tile, ground surface indicators of

Polyurethane) of size 300mm x 300mm for

guiding/warning to the visually visitors in the

centre/side of the pedestrian/approach

pathway as per specification and guidelines

complete in all respect to the entire

satisfaction of in charge.

38 Providing and fixing acrylic multilingual 60.00 1964.45 No

Braille (raised dots) DIRECTIONAL

SIGNBOARDS of size 225 x 150mm

designed as per accessibility standards and

having 3.5mm thick acrylic base plate with

Upper Case San Serif words made of white

acrylic non glare cut out letters of height

15mm raised not less than 0.8mm above

base plate and the equivalent word written in

Hindi with Devanagari non glare acrylic

letters of height 15mm raised not less than

0.8mm above base plate and having a non-

glare acrylic cut arrow pointing in the

required direction. Each signboard to be

fixed as per manufacturers specifications on

the wall at the approved location and at a

height of 1200mm from FFL complete as per

design / specifications and guidelines as per

the entire satisfaction of the Engineer-in-

39 Providing & fixing Braile indicator of size 170 30.00 72.65 Rmt

mm x 35mm for handrails of the approved

design and make have braile dots raised

mm above base plate to be installed at

specific locations as per direction of engineer

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

40 Providing and Constructing sock pit of 2.46 2.00 41229.21 Nos

mt. dia outside and 5 mt depth with honey

combed masonary 6.50 mt. from bottom and

0.60 mt. brick masonary in C.M. 1:6 top with

RCC slab cover of M200 vent pipe 1.8mt.

Long 75mm dia & C.I. cover and cowel vent

41 Providing and fixing acrylic multilingual 2160.00 34.34 Sq.

Braille (raised dots) DIRECTIONAL inch

SIGNBOARDS of size 225 x 150mm

designed as per accessibility standards and

having 3.5mm thick acrylic base plate with

Upper Case San Serif words made of white

acrylic non glare cut out letters of height

15mm raised not less than 0.8mm above

base plate and the equivalent word written in

Hindi/English with Devanagari non glare

acrylic letters of height 15mm raised not less

than 0.8mm above base plate and having a

non-glare acrylic cut arrow pointing in the

required direction. Each signboard to be

fixed as per manufacturers specifications on

the wall at the approved location and at a

height of 1200mm from FFL complete as per

design / specifications and guidelines as per

the entire satisfaction of the Engineer-in-

42 Providing and Fixing 15 mm thick 300 mm x 48.00 1200.89 Sqmt

300 mm Tactile Warning Tiles (Attention

Tiles i.e. Tactile Warning Surface Indicator

{TWSI}) of Johnsan Endura Tac Button

Yellow Plus or equvqlent make in flooring

laid on 20 mm thick cement mortar 1:6 (1

cement : 6 coarse sand) on new surface and

jointed with cement slurry including finished

with flush pointing & cleaning the surface for

all floors as per detailed drawing etc.

complete as directed by Architect or

Engineer in charge. Thse tiles shall be Anti

Skid, Chemical Resistant, Fade Proof, Frost -

Heat & Weather Proof, High Flexural

Strength, Highly Durable, Stain Resistance .

All Tactile Warning Tiles meet the specific

size and dimension standards as required by

ISO/FDIS

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

43 Excavation for foundation for depth from 75.00 170.40 Cum

1.5 m to 3.0 m including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto All lift and

lead. (B) Dense or Hard soil

44 Excavation for foundation for depth from 17.50 183.75 Cum

3.0 m to 5.0 m including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto All lift and

lead. (B) Dense or Hard soil

45 Providing and laying controlled cement 23.87 5639.59 Cum

concrete M250 and curing complete

including the cost of formwork and excluding

reinforcement for reinforced concrete work

for Foundations, Footings, Mass concrete,

Column up to GL, Ground / plinth Beam.

46 Providing and fixing C.I. Manhole cover 0.60 2.00 958.17 No.

M. x 0.45 M. size having weight not less than

47 Construction of granular sub-base 150 mm 32.40 1269.57 Cum

thick by providing coarse graded machine

crushed B.T. material satisfying MOST

specification of grading I (B.T. stone

aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 %

)including spreading in uniform layer with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC

and compacting with vibratory roller to

achieve the desired density etc. complete.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

48 Steel work, welded in built up sections 4794.00 91.08 Kg

framed work including cutting, hoisting, fixing

in position and applying a priming coat of

read lead paint & two coat oil paint. (A) In

beams and joists, channels angles Tees,

flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters

and the like.

49 Providing and fixing of Ridge flashing for roof 127.20 867.39 Sqm

panel shall be made out of 0.5 mm thick pre

coated GI sheet . The Precoated sheet shall

be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have

zinc coating of minimum 120 gsm as per

IS:277:1992 , 5-7 microns epoxy primer on

both side of the sheet and polyester top coat

15-18 micron. The PPGI Sheet shall have

plastic protective guard film of minimum

microns to avoid scratches during

transportation. The ridge shall be fixed to the

steel members by pop rivet or self drilling/self

stitching fastners @ maximum 450 mm c/c

along length of capping/flashing etc

complete .

50 Providing and fixing pre-cast Rubber Dye / 127.20 706.93 Sqm

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS

: 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

51 Providing and fixing pre-cast concrete kerb 32.00 374.92 Rmt

stone of gray cement based concrete block

30cm length, 30cm height and 15cm thick of

M250 grade concret as per approved design

and including excavation for fixing in proper

line and level, filling the joint with C:M 1:3 (1

cement: 3 fine sand) etc complete.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

52 Scraping oil paint from steel and other metal 1960.60 51.78 Sqm

surfaces and making the surface even (with

hand scarping)

Total Rs.

Rupees SixtyFour Lakh Nineteen Thousand Nine Hundred FourtyFour and Paisa SeventyNine

I / We am / are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rate mentioned above. Amount of my /

our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct_________% Below Add_________% Above

Net Rs.__________________ Net Rs.__________________

In words __________________ In words __________________

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.

G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in

R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned

in all the tender.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R.& B. Sub Division R.& B. Division

Modasa Modasa