Repair work as required in Public toilets and New Construction of various Pay and use Public toilets and public urinals in Maninagar Ward South Zone

Name of Work:- Repair work as required in Public toilets and New

Construction of various Pay and use, Public toilets and public urinals in

Maninagar Ward, South Zone

AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. CITY ENGINEER (SOUTH-ZONE)

AMDAVAD MUNICIPAL CORPORATION AMDAVAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG

AMDAVAD – 380008 AMDAVAD –

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SAVA SADAN

South zone office Building, Rambaug, Maninagar Ahmedabad

E-Tender Notice No – 02/2026-27

On Line Tenders (E (E-Tendering) are invited by Ahmedabad Municipal

Corporation from the eligible interested bidders who fulfill the qualifying criteria as

specified by AMC for different Road,water, Drainage/SWD & Building work of South

Sr.No Department No.of work

5 M-panel Works

The details may be download of above notice will be available in

www.ahmedabadcity.gov.com from Date: 26-05-26 to 16-06 06-26 up to

Hrs.Prescribed e-form

form as well as Price bid should be submitted online so as to reach at

address cited below on or before date 16-06-26 up to 16.00 Hrs. All relevant documents

must be submitted by speed post or hand delivery along with processing

processin fees as

mentioned in the Tender document on date: 17-06-26 up to 16.00 Hrs.

Assistant Manager (South zone), Ahmedabad Municipal Corporation

South zone Office Building, Rambaug, Maninagar, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TENDER FORM (SOUTH ZONE)

Name of work :- Repair work as required in Public toilets and New Construction of various Pay

and use, Public toilets and public urinals in Maninagar Ward, South Zone

I. No. Qty Description Rate Unit

Demolition incl. stacking of serviceable materials

1 & disposal of unserviceable materials with all

lead and lift.(Bldg.SOR.2021-2022)

5.00 (a) R.C.C. work (20.3,page 217) 698.25 Cmt

(b) Brick work in Cement mortar (20.11,page

20.00 (C) Plaster (CH NO. 20 ,20045,PG NO -186) 12.92 Smt

(d) Tiles or Stone flooring (I.No.20.23 I.C NO.-

(e) Sheet roofing (G.I. Or A.C.) (I.No.20.27 I.C

(f) Doors,Windows ventilators

25.00 (wood/steel)(I.No.20.49 I.C NO.-20013A, ch.20 123.90 No.

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

2 materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil(SOR

25.00 (a) 0 to 1.5 mtr depth 77.28 Cmt

Providing and laying cement concrete 1:4:8 (1 -

Cement : 4-Coarse sand : 8-Graded Brick bats

aggregate 40 mm normal size) and curing

complete excluding cost of form work in (A)

Foundation and Plinth (upto 10 ton) (Bldg.Sor

(B)Provdg. & laying cement concrete 1:4:8 (1

cement : 4 coarse sand : 8 hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in

Foundation and plinth. (Bldg.Sor 2021-22,item

Filling in plinth with sand under floors including

watering ramming, consolidating and dressing

complete . (Bldg.Sor 2021-22,item

Code04007A,4.24)

Providing form work in ordinary timber planking

so as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

6 propping and centering below supporting floor to

celling not exceeding 4 M & removal of the

same for in situ reinforced or plain concrete

work in(Bldg.Sor 2021-22 CH. NO 9, I. NO 9.1)

(A) Foundation, footings, bases of columns etc.

and mass concrete.

(B) Flat surface such as soffits of slabs, landing

and the like (I) Floors etc. 200 mm in thickness.

(C) Vertical surface such as walls (any

10.00 thickness) partitions and the like including 153.30 Sq.M.

attached but tresses & string course & the like.

(D) 1.Columns Pillars Posts and struts.(1)

Square Rectangular Polygonal in plan.

E (1) Sides and soffits of beam, haunchings

5.00 cantilevers, girders, bressumers and lintels not 128.10 Sq.M.

exceeding 1 M in depth.

(L) chullah hoops, weather sheds, chhajas,

carbels etc including edges.

(M) Staircase with-sloping or stepped soffits incl.

risers & strings excluding landing.

Provdg. & laying cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of form work and

reinforcement for reinforced concrete work in

(P.74,Bldg.Sor 2021-22 CH. NO 5, I. NO 5.4.1)

(A) Foundations, footing, of columns and mass

(B) Slabs, landings, shelves, balconies, lintels,

2.00 beams, girders and cantilever upto floor two 3687.20 Cu.M.

(C) Columns, Pillars posts and struts upto floor

Providing TMT Bar FE 415 reinforcement for

R.C.C. work including bending,binding and

8 200.00 placing in position complete upto floor two 62.61 Kg

level.(Bldg.Sor 2021-22,item no.5.4.11,

Brick Work Using Common Burnt Clay Building

Bricks Having Crushing Strength Not Less

9 8.00 Than 35 Kg/Sq. Cm. In Cement Mortar 1:6 (1 2814.90 Cmt

Cement : 6 Fine Sand) (A) In foundation and

Plinth(Bldg.Sor 2021-22,item no.6.13, 06002BA)

Extra for brick work in super structure above

10 20.00 plinth level upto floor two level (B) Conventional 181.50 Cmt

.Half Brick Masonry In Common Burnt Clay

Building Bricks Having Crushing Strength Note

Less Than 35 Kg/Sq. Cm. In Cement Mortar

1:4 (1 Cement : 4 Coarse Sand) In

Foundation and plinth (Bldg.Sor 2021-22,item

Extra for half brick masonry in super structure

12 5.00 above plinth level upto floor two level. (B) 35.20 Smt

Conventional (I.C NO 06010B)

Providing cement plaster in single coat on

brick/concrete wall for interior/exterior plastering

upto any floor level finished even and smooth in

13 CM 1:3 incl. finishing with floating coat of neat

cement slurry, with necessary scaffolding etc.

complete(Bldg.Sor 2021-22,item no.17.6,

Extra over above item for Ceilling plaster on

14 30.00 Ceilling and soffits of stairs up to any floor 16.38 Smt

(app.rate) (P.201,Ch.17.,Item No.17.91,17006)

Providing 20mm thick double coat sand

face/mala cement plaster on interior

brick/concrete work for plastering comprising o f

base coat of 12mm thick cement plasterin

cement mortar(1Cement:4coarsesand) in rough

finishing and 8mm thick t op coat of cement

mortar1:2(1Cement:2Coarsesand) finished with

trovel including scaffoldingcuring etc.

complete.(Bldg.Sor 2021-22

Providing & laying Stone chips Plaster with /

without grooves for making panels incl.backing

coat of plaster in C.M.(1:3) in grey cement as

per dir.Of consultants.(N.S/ARC.)

Providing & Applying Cement Popada

Plaster In Cement Mortar In 1 : 3 Incl.

17 40.00 Cleaning Surface Before Plastering Rate Also 120.00 Smt

Incl. Scafloding, Watering , And Neat

Finishing Etc. Comp. As Dire.(N.S./ARC)

Providing And Laying Polished Kota Stone

Slab Flooring Over 20 Mm. (Average) Thick

Base Of Cement Mortar 1:6 (1 Cement :

Coarse Sand) Or Lime Mortar 1:1.5 Laid

18 15.00 Over And Joined With Grey Cement Slurry 807.45 Smt

mixed with pigmentt omatchtheshade of slab

including rubbing and polishing

etc.complete.(A)25mmthick. (Bldg.Sor 2021-22

Providing And Laying Cement Concrete

Flooring For I.P.S.1:2:4 (For Indian Patent

Stones) (1 Cement: 2 Coarse Sand:4 Graded

19 50.00 Stone Aggregate 20 Mm. Nominal Size) Lain 198.45 Smt

In Layer Finished With A Floating Coat Of

Net Cement.(40 Mm Th.)(SOR 2021-22

P.160,Item No.14.71,14015AA)

Additional Rate For Providing Water Proofing

Solution in I.P.S

P & L 24"x24" vitrified 8mm thick tile flooring

over 20mm (average) base of cement mortar

1:6(1cement:6coarsesand) on new surface or

fixing on existing flooring by adhesive material

21 3.00 including dismentaling of existing flooring and 1052.34 Smt

jointed with color cement slurry including finis ed

with flush pointing & cleaning the

surfaceetc.complete for anti skit(SOR2021-

P & L 24"x24" vitrified 8mm thick tile flooring

over 20mm (average) base of cement mortar

1:6(1cement:6coarsesand) on new surface or

fixing on existing flooring by adhesive material

including dismentaling of existing flooring and

jointed with color cement slurry including finis ed

with flush pointing & cleaning the surfaceetc.(sor

Providing and Fixing pvc.Door (sintex door-

equivalent) with necessary alluminium fitting

with EL-7 section frame (Approved Rate as per

Providing & laying polish kota stone (25 mm th,)

Sandwich platform. Work incl. provdg good

quality & even shade polish kota stone of

24 5.00 required size having uniform thickness. Work 850.00 Smt

also incl. providing nece. Dismentling of brick

work for making jari to support the

etc.comp.(app rate)

P/F glass of 4 mm thik for vent lowers and

25 30.00 window with wooden border patti as per 150.00 No

instruction of eng. In chage.(app.rate)

Making hole in brick wall & all damaged work

shall be well repaired as per inst. etc. comp

Provdg. & fixing rubber plug for sink or wash

27 10.00 basin. (SOR 2021-22 P.212,Item 19.43 No

Providing and fixing 30mm thick FACTORY

MADE SOLID BOTH SIDE PRELAM PANEL

PVC DOOR SHUTTER consisting of frame

made out of M.S. tubes of 19 gauge thickness

and size of 19mm x 19mm for stiles, top and

bottom rails. M.S. frame shall have a coat of

steel primer of approved makde and

manufactures. M.S frame covered with 5mm

thick heat moulded prelim PVC ‘C’ channel of

siz 30mm thickness, 70 mm width of which

50mm shall be flat and 20mm shall be tapered

in 45 degree Angle on either side forming stiles,

and 5mm thick, 95mm wide pream PVC sheet

out of which 75mm shall be flat and 20mm shall

be tapered in 45 degree on the inner side ot

form top and bottom rail and 115mm wide prelim

PVc sheet out of which 75nmm shall be flat and

20mm shall be tapered on both side to form lock

rail, Top, bottom and lock rails shall be provided

either side of the panel. 10mm (5mm x 2) thick

20mm wide cross PVC sheet shall be provided

as gap insert for top rail and bottom rails.

Panelling of 5mm thck both side prelim sqm

2214.00 PVC sheet to be fitted in the M.S. frame

welded, sealed to the stiles and rails with 7mm

(5mm + 2 mm) thick x 15mm wide PVC sheet

beading on inner side, and joined togeth with

solvent cement adhesive. An additional 5mm

thick PVC strip of 20mm width is to be stuck on

the interior side of the ‘C” chanel using PVC

solvent adhesive etc. complete as per direction

of Engineering in charge, manufacture’s

specification and rawing.(SOR 2021-22 I.C no-

Providing and fixing approved standard brand

factory made PVC door FRAME of size 50 x

mm with a wall thickness of 5 mm made out

of extruded 5 mm rigid PVC foam sheet

mitred at corners and jointed with 2 Nos. of

150 mm long brackets of 15 x 15 mm

M.S.square tube the vertical door profiles to

be reinforced with 19 x 9 mm M.S.square tube

29 5.00 of 19 guage, EPDM rubber gasket weather 256.00 Rmt

seal to be provided through out the frame. The

door frame to be fixed to the wall using

M.S.screws of 65/100 mm size etc.complete

as per manufacturers specifications and

direction of Engineering in charge incl.

medium grade aluminium hardware all octroi,

tax charges etc.complete (SOR 2021-22 I.C no-

Providing and fixing 35 mm th. Shutters for

doors windows & clearstory windows incl.

wood frames as specified 12 cm. x 7cm. size

30 incl. anodised alluminium fixtures and fastenings

including primer coat of approved quality and

two coats of oil paint etc. complete.(SOR.2021-

a 1.00 (I) Fully glazed 4248.06 Sq. M.

b 1.00 (II)Fully panelled 5042.98 Sq. M.

c 1.00 (III) Partly panelled & partly glazed. 4645.52 Sq. M.

Providing and laying white glazed tiles 6mm

thick in flooring treads of steps and landing laid

on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush

pointing in white cement.(SOR 2021-

22P.157,Item No.14.29,14008AA)

Providing And Laying Glazed Tiles 6 Mm

Thick In skirting risers of Steps and dedo

10Mm Thick Cement plaster 1:3 (1Cement :

3Coarse Sand)Finished With Flush Pointing In

White Cement slurry.(SOR 2021-22 PG NO-

Providing and laying Ceramic tiles 6mm thickin

flooring treads of steps and landing laid on abed

of 12mm thick cement mortar 1:3 (1-cement: 3-

coarse sand ) finishing with flush pointing

inwhite cement. (R&B SOR 21-22 Item Code

Providing & Laying China Mosaic Flooring On

Terrace With 6Mm Th.White Or Coloured

Glazed Tiles Chips Of Mini.25 To 35Mm

Approved.Square Or Rectangular Shape &

Fixing It.Before Start The Work Remove All

Existing Flooring & Open Old Slab Surface With

Wire Brush & Fill Crack If Shown With Water

Proof Material.Than For Making Level

Gps.Work Done In Mini.45 To 50 Mm Th.&

Fixing.China Mosaic In Cm 1:3 With Neat

Cement Slurry At Top & Filling The Gap With

White Or Colour Cement With Finishing

Smooth Surface & Even Shade

Incl.Cleaning Of All Dirt,Dust & Other

Foreign Matter.Rate Including For Making

Colour Patta,Round Vata With Fixing

Neccessary Water Spout Opening Gap

Etc.Comp.As Directed.(As per A.R.C)

Providing cement vata (10cm. x 10 cm.

size)quarter round in cement mortar 1:1

includingneat cement finishing,watering etc.

complete.(R&B SOR 21-22 Item Code 17015)

Providing, supplying and fixing precast C.C.

blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design

conveying it to the site, jointing into C:M 1:3 and

racking out the joints incl. necessary excavation

of asphalt, soil etc..completed.- I00390

Conveyance charges of earth lime, murrum,

building rubbish, manure, garbage, sludge,

37 50.00 excavated rock, fly ash, aggregate of any kind 235.51 Cmt

etc. comp. upto 5 km lead. (Bldg.S.O.R. 2021-

Providing & Fixing M.S.Grill, Gate, Elevation

Element Of Decorative Pattern With

M.S.Channel, Flat, Medium Grade M.S.Pipe,

38 100.00 Square Or Round Bars With Round Heanded 91.00 Kg.

Bolts, Nuts, Or By Screw. Incl. Applying One

Coat Zinc Primer And Two Coat Of Oil Paint

Providing and fixing 18 gauge s.s.304 grade

39 1.00 stair railing as per design given and direction of 3875.00 Rmt.

Providing & Fixing 20 mm thick Mirror Polished

Decorative Granite Board with Computerised

40 1.00 Golden Letters Discription as per instructions of 4304.00 Sq.mt.

engg. in charge to M.S. frame structure for

Inaugaration & Public Handover Function

Providing & Fixing M.S.structure from square &

rectangular pipes,angles,flats,round etc.of

41 30.00 required size for above mentioned granite board 60.00 Kg.

of suitable size mentioned by engineer in

Provinding and fixing in perfect alignment

gypsum board false ceiling with all

material,labour,tools ,tackles,scaffolding and

equipment including providing and fixing

gypboard with onw coat of primer and two or

more coats of acrylic emulsion paint

Provdg. & fixing 100 mm size P or S trap for

water closet squatting pan incl. jointing the trap

43 with the pan & soil pipe in cement mortar 1 :1

(cement : 1 fine sand) (SOR 2021-22 PG NO-

20.00 (A) Vitreous China : 207.90 No

Providing and fixing wash down water closet

(Europeantype,W.C.Pan) with integral P or S

trap including jointing the trap with soil pipe in

44 15.00 Cement Mortar1:1(1-Cement:1-finesand) (Sea 919.80 Each

land cover to be measured and paid for

separately) (A)vitreous China Pattern :(i) in

white colour (SOR 2021-22 PG NO-207,23010)

Providing and fixing water closet squatting Pan

(Indian type W.C. Pan) size 580mm (Earthwork,

bed concrete, foot reste and trap to be

measured and paid for separately) (A) Vitreous

China.(I) Long pattern = White colour(SOR

Providing and fixing wash basin with single hole

for pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making good

46 10.00 the same but excluding fittings.(A) Vitreous 933.45 No

China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.(SOR 2021-22

Provdg. & fixing C.P. Brass screw down bib taps

47 of following size (SOR 2021-22 PG NO-

5.00 (II) 20mm dia 248.85 No.

Providing & Fixing Angle Cock Of "Ess Ess"

Trend Series Or Equivalent Standard Make As

Approved By Engg.In Charge All

Complete.(N.S.) I00103

Provdg. & Fixing Gun Metal Check Or

49 10.00 Nonruturn Full Wheel Valve. (A) 15 Mm 218.29 No.

Dia(SOR 2021-22 PG NO-211,23030A)

Supplying nece hardware, Fittngs etc.comp of

app.quality as under

10.00 (a)1/2 '' Half turn bib cock 150.00 No

(b)1/2 '' Gun metal check or non return full

10.00 (c) 1/2 '' Piller tap 200.00 No

5.00 (d) 1/2 '' stop cock 92.00 No

10.00 (i) S.S. Jali 23.00 No

5.00 (j) S.S.Soap dish 48.00 No

50.00 (k) waste pipe 23.00 No

50.00 (l) PVC 1/2 '' Half turn bib cock 25.00 No

Provdg. & fixing ball cock of approved qaulity as

51 directed.(SOR 2021-22 PG NO-

(A) Copper metel.

3.00 (II) 50 mm dia 221.79 No.

3.00 (II) 50 mm dia 161.09 No.

Provdg. & Fixing Flat Back Large Urinal of

White/ color of "Cera" or " Hindware" incl. C.P.

52 3.00 Brass waste coupline , waste pipe, pvc 1850.00 No.

connection etc. Complete.( size 635 x395x420

Providing & Fixing Chromium Plated Brass

Flush Cock With Lever Of "Ess Ess" -

53 1.00 Trend Series Or Equivalent Make Incl.Fixing 1800.00 No.

In Pipe Etc.Comp.As Dir.Of Engg.In

Charge.(N.S.) (1) 25 Mm Dia.I00117

Provdg. & fixing 600mm x 450 mm Bevelled

edge mirror of superior glass mounted of .6 mm

54 5.00 th. A.C. sheet or plywood sheet and fixed to 609.00 No.

wooden pluge with C.P. brass screws and

washers.(SOR 2021-22 PG NO-210,23024)

Provdg. & laying S.W. Gully trap with C.I. garting

brick masonry chamber & water tight C.I. cover

with frame of 300 mm x 300 mm size ( inside)

with standard weight.sqare mouth trap size

x100 mm P trap Bldg.s.o.r.2015-2016,it.

Provdg. And Fixing Cast Pvc/C.I.(Span)

Nahni Trap Of The Following Nominal

Diameter Of Self Clenising Design With C.I.

56 5.00 Scread Down Or Hinged Gratiing Incl. Cost Of 381.00 Each

Cutting & Making, Good The Walls And Floors

100 Mm Inlet And 50 Mm Outlet

Etc.Comp.(SOR 2021-22 PG NO-207,23008)

Provdg. & fixing plastic seat & cover for wash

down water closet with C.P.brass hinges and

rubber buffers.(SOR 2021-22 PG NO-209,23017

5.00 (B) plastci seat & cover 340.37 Each

Provdg. & fixing 12.5 lit.PVC Flush tank with

58 5.00 nece.fixtures etc.comp as per site condition 1165.20 No.

(R&B Sor 21-22 I.C NO .M216+L025)

P/F Jet Spreay at Europeon WC Pan, incl nece.

lath connection, stop cock, and other fixing

material and labour as per inst. of engineer in

charge(R&B Sor 21-22 I.C NO .M738)

Construction Of Under Ground Tank With

Cm Th.Masonary Wall In C.M.1:6

Incl.Excavation,Necessary 23 Cm

B.B.C.C.1:5:10 For Foundation And Providing

R.C.C.1:2:4 For Top & Bottom Slab Of 12 Mm

Th.And 7.5 Mm Th.R.C.C.Paradi On Face Of

Internal Side Of Periphary Of The Tank

Incl.Formwork T.M.T.Steel Reinforcement As

Per Given Design,Vibrating Curing & Mixing

Of Approved Water Proofing Material With

Every 50 Kg.Bag Of Cement,Inside Plaster In

C.M.1:3 And Vatta In C.M.1:1 Inside Tank,P&F

F.R.C.Frame Cover Of Size600 X

Mm,Fiber Steps Etc.Comp.As Dire.(N.S.) I00149

Providing & Fixing Polytheline Over Head Tank

With Necessary Dia.Holes For Outlet,Inlet Over

Flow And Washout Necessary Washer And

Checkput Etc.Comp.(N.S.) I00105

Providing & Fixing Door closer-complete of

62 1.00 Approved make to wooden / Alluminium Doors 480.00 No.

as per direction of engg.in charge.(N.S.)

P & F app.quality for Conseal lock in Alu.door

63 5.00 .as per inst of engg in charge 300.00 No.

.etc.comp.(app.rate)

P & f app.quality for brass baby latch (door

64 10.00 stopper) as per inst of engg in charge .etc.comp 180.00 No.

Providing throating or plaster drip, grooves and

65 30.00 moulding to Wall , R.C.C. chajja and slab. 27.50 Rmt

Bldg.s.o.r.2021-2022,it. No.5.4.18 Ch-5 )

Providing & Fixing In Position Alluminium Doors

With Frame Using Approved Quality Anodised

Extruded Alluminium Section As Approved By

Engg.In Charge(Jindal Alluminium) (A)Frame

Sections 101.6x44.45 Mm(B)Shutter Bottom

Vertical & Top Section 83.5x44.45 (Wt.1.31

Kg/Mt.)(At 1.31Kg/Mt)(C)Shutter Bottom

66 3.00 Section At14.3x44.45 Mm At (1.37 Kg/Mt) 2900.00 Smt

Shutter Middle Section At 100x44.3

Wt.(1.37Kg/Mt) Incl.Providing & Installing 5 Mm

Thick Approved Color Acrylic Sheet Of

Standard Quality Fixed With Glazing Chips

On Upper Pannel & Laminated Sheet On

Lower Pannel (Wtt.0.13 Kg/Rmt) Etc.Comp.As

Direction Of Engg.In Charge. (N.S.) I00134

Providing & Fixing In Position Alluminium Vents

With Frame Using Approved Anodised

Extruded Alluminium Section As Approved By

Engg.In Charge.(Jindal Alluminium) Units

67 3.00 Equivalent (Approved Rate) Frame Section Of 1950.00 Smt

63.50 X 38.50Mm (Wt.0.68 Kg/Rmt)

Incl.Providing & Installing 5 Mm Thick Approved

Color Acrylic Sheet Of Standard Quality

Etc.Comp. I00136

Providing valleys 900mm overall in plain 1.6mm

thick G.I. sheet fixed with G.I. J or L Hooks,

Bolts and nuts glavanised iron J or L Hooks

Bolts and nuts 8mm dia G.I. Limpet and bitumen

washers complete.(SOR 2021-22 PG NO-

Provdg. & fixing UPVC handle valve of

69 Prince,Supreme , Astral, finolex or equivalent

make as per dir. Of engg. In charge.

Provdg. And fixing to wall ,ceiling and floor

kg. F/Sq.Cm working pressure polythelene pipes

of the following outside diameter, low, density,

70 complete with special flange compression type

fittings, wall clips etc. making good wall ceiling

and floor. (SOR 2021-22, I.C NO-23004A TO

a 10.00 20mm dia 52.08 Rmt

b 10.00 25mm dia 66.99 Rmt

P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2

Working Pressure Pvc Pipes Of The

Following Outside Dia Complete With Special

Flange Type Fittings,Wall Clamps Incl. All

Necessary Fittings Etc. Complete. (At Any Floor

c 10.00 32mm dia 77.60 Rmt

d 10.00 40mm dia 82.95 Rmt

e 10.00 50mm dia 110.25 Rmt

f 5.00 75mm dia 186.90 Rmt

g 5.00 110 mm dia 333.90 Rmt

Provdg. And fixing to wall, ceiling & floor in true

line and level UPVC pipe Schedule- 40 of Prince

, Supreme , astral , finolex or equivalent make

as approved by engg. incharge. pipe shall be fix

on wall with the help of clamp at every twi meter

center to center of shall be concealed as

directed in cluding neccesarry fitting etc. in

cluding testing of pipe and jointd and fixing the

same with adhesive solvent , including cost of all

materials of following nominal bore

Bldg.s.o.r.2021-22,it code 23061. 23062,

Providing & Laying & Jointing glazed stoneware

pipes incl. excavation up to 2.0 mt.,refilling,

trasporting the pipe to work site, unloading,

lowering in trenches, laying and jointing the

pipes in c.m. 1:1 incl. all jointing materials such

as cement, sand, hemp, bitumen as dire. testing

the pipe line to a head of 1.5 mt. and hydraulic

test as dire incl. watering trenches, spreading

and carting away of surplus earth within

mt.lead as dire. etc. comp.Bldg.s.o.r.2021-2022,

item code 24001AA, 24001BA, it. No.24.1 Ch-

c 10.00 100 mm dia 140.70 Rmt

d 10.00 150 mm dia. 192.15 Rmt

P/F. to wall ceiling and floor galvanized mild

steel tubes (Medium grade) of the following

nominal dia. with all tube fittings and clamps

incl. making good the wall, ceiling and floor. (At

any floor level) (Bldg.Sor 2015-16,23.2,23001 a

Providing & Fixing 5 mm Thick Mirror in Diff.

Toilet Block Unit in Maninagr ward with S.S

Studds & also Removing Existing Break Mirror

etc comp as Directed (Market Rate)

Providing & Fixing 15 Cm Wide Chicken Mesh

Jali With Nails & Then Application Of 15 Mm

Plaster On R.C.C.& Masonary Joints As Per

Dir.Of Engg.In Charge (N.S.) I00095

Constructing chamber of following size including

excavation, refilling, BBCC (1:5:10) for

foundation, C.C. channel (1:2:4), finished 15 mm

thick cement plaster inside in CM 1:3 finishing

with cement slurry, Brick masonry in CM 1:5 &

excluding the cost of chamber seat cover

etc.completed. AMC Drainage SOR 2016 it.

(A) 0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90meter for pipe dia <=150mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from

0.0 to 1.20 meter for pipe dia <=20 mm

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement

plaster inside & outside (Only for shaft) In Cm

1:3, Finishing With Cement Slurry, P/F 4 Mm

Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C

At 35 Cm Staggered Masonary In Cm 1:5, Rcc

Slab In Cc1:1.5:3 of thickness 15 C.M.,Including

Cantering & Reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.)But Excluding The

Cost Of Manhole Seat Cover Etc..Completed Of

Size 0.75 X 1.00 Meter (Inside Clear, M.H.

length should be parallel to the flow) (AMC

Drainage SOR 2016)

1.00 to 2.00 meter depth, (Slab at Ground level)

(for pipe dia <=230 mm)

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in C.C. 1:2:4 and finishing

79 10.00 smooth, watering and protecting for 7 days etc. 750.00 No.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store) AMC

Making connection to the ex.M.H.in running

sewer incl.Dewatering and other required

machinery etc. of following dia pipes at any

convenient time. All damaged work shall be well

repaired as per instructions. etc..complete.

(AMC Drainage SOR 2016)

3.00 a. 150 mm to 300 mm dia. 1340.00 no

1.00 b. 400 mm to 600 mm dia. 2232.00 no

1.00 c. 700 mm to 900 mm dia. 3125.00 no

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and

81 plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the

debris from MH and carting the same as

directed.AMC Drainage SOR 2016 it. no.21

10.00 (A) up to 0.15 mt. (@ Two Coarse) 732.00 No

10.00 (B) up to 0.35mt. (@ Four Coarse) 1161.00 No

1.00 (C) up to 0.65 mt. (@ Seven Coarse) 1795.00 No

1.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2161.00 No

Providing F.R.C. MH seat cover incl. carting to

82 the work site etc. comp. Directed. AMC

Drainage SOR 2016 it. no.23

(B) Frc Medium Duty Cover Size 670 Mm Dia &

70Mm Thick 10 M.T. Load Design And

Frame Size560 Mm Clear Opening Outer

Size 780 X 780 X120 Mm

(C) Frc Medium Duty Chamber Seat Cover (Frc)

Cover 706 X 556 X 50 Mm Rectangular Cover

Frame Size 600 X 450 Mm Clear Opening Outer

Size 816 X 666 X 100 Mm

Supplying Mazdoor for misc. work like

Restetment Pavment, excavation, refilling,

demolishion,levelling work & other miscellanous

work.I00948 (app rate in e-module)

Supplying carpenter for repairing doors with

nece material like stopper, hinges, handle, glass

etc comp. as per instruction of Engineer in

charge etc. I03725 As per Market Rate

Providing fiiter for D.I./P.V.C./C.I./M./A.C.

Pressure water pipe linmaintenance work with

necessary manpower, tools, plants, and

equipments, and any other works required for

AMC as per instruction of Engineer in charge

etc. complete. I03723 As per Market Rate

Labour charges for cleaning Under Ground &

Over head tanks by modern science technology

with six stage process etc without charging

86 25000.00 any extra cost. The complete tank cleaning by 0.03 lit

mono cleaning systems comp. as directed.

(Approved rate- With reference to Approved

rate in SOUTH Zone) I00898

Providing and fixing stoper (M.S.) 6 inch with

necessary fiting in wooden door including

removel of old fiting if any etc completed as

directed. I00870 6 inch

Providing and fixing Aldrop 10 mm size (M.S.)

with necessary fiting in wooden door including

removel of old fiting if any etc completed as

directed. I00872 Aldrop 10mm

Providing and fixing handle (M.S.) 4 inch size in

with necessary fitting in wooden windows

including removal of old fitting if any etc

completed as directed.I00873

Providing and fixing stopper (aluminium) 6 inch

with necessary fiting in wooden door including

removel of old fitting if any etc completed as

directed. I00890 6 inch

Providing and fixing Aldrop 10 mm size

(aluminium) with necessary fiting in wooden

door including removel of old fiting if any etc

completed as directed I00891

Providing and fixing handle (aluminium) 6 inch

size in with necessary fitting in wooden door

including removal of old fitting if any etc

completed as directed.I00889

Reparing of existing Aluminium

window/door/partition by making necessary

addition/alteration in same sides. Rate incl of

necessary fittings required and all labour

included. If necessary rate also incl. of removing

from position and refixing it at same place after

repairing it, etc comp. as directed. Sub Desc :

As per approved rate of AMC MET work I01334

Rapairing Of Door & Window (Wood).It Also

Including Labour Charges For Erection And

94 25.00 Fixing Door Shutter & Frame Etc.And 100.00 No.

Necessary Repair As Per Site Condition.(N.S.)

Repairing of Doors/Windows shutters and

Frames including refixing-aligning shutter,

providing, replacing, fixing MS hinges,

Aluminium aldrops, stoppers, tadi etc. complete

excluding painting as per

specifications.(app.rate)

Providing and laying white/coloured ceramic

tiles of 1st quality of specified size colour shade

and of approved make.(450x450)in cladding

with bal adhesive on and including bedding .coat

of plaster in cement mortar (1:4) all joints filled

with coloured / white cement putty as per

architect detail and wiped to give shape joint

with flush pointing and washed clean with acid

as direction by e.i.c (rate including fixing of tile in

dedo with bal or approved make adhesive)

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

97 70.00 including throughly brushing the surface free 52.29 Smt

from mortar droppings and other foreign matter

and sand papered smooth..(SOR 2021-22 PG

Extra over item 148 for every subsequent coat

98 50.00 of wall painting with plastic emulsion pain of 22.26 Smt

approved brand.(18032)

Extra over item 148 for painting with plastic

99 10.00 emulsion paint of approved brand on ceilings 3.57 Smt

and sloping roofs.(18032)

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

100 50.00 including cleaning the surface an even shade 57.96 smt

including cleanicn the surface of all dirt, dust

and other foreign matter.(SOR 2021-22 PG NO.-

Painting two coats (excluding priming coat) on

new wood and wood based surface with enamel

paint, interior to give an even shade including

cleaning the surface of all dirt, dust and other

foreign matter sand papering and

stopping.(SOR 2021-22 PG NO.-179 19011)

Painting one coats (excluding priming coat) on

previously painted wood and wood based

surface with enamel paint, to give an even

shade including cleaning the of all dirt, dust and

other foreign matter.(SOR 2021-22 PG NO.-180

Extra ove ritem 155 and 156 for every sub

sequent coat of paint. Item code

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

104 85.00 thoroughly brushing the surface to remove all 75.60 Smt

dirt, and remains of loose powdered

materials.etc complete(SOR 2021-22 PG NO.-

Distempering with dry distemper of approved

brand & manufacture (twocoats) and of required

shade on wall surfaces to give an even shade

over & including priming coat of whiting after

thoroughly brooming the surface free from

mortar dropping & other foreign matter. (

Building SOR - 2021-22 Ch-18, Item No.18.38

Page no.175 item code 18016)

Distempeing (Two coats) with oil bound

distemper of approved brand and manufacture

and of required shade on wall surfaces to give

an even shade, over and including a priming

coat with distemper primer of approved brand

and manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing the

surface even and sand papered smooth..(SOR

Extra over Item 159 and 160 for every

107 50.00 subsequent coat of approved brand and 20.06 Smt

manufacture.(18024)

Extra over Item 159 and 160 for distempering

108 50.00 with oil bound washable distemper on celling 5.36 Smt

and sloping roofs.(18025)

Applying two coats of Birla (white cement

based) or Asian (acrylic lapy- putty) or

equivalent & 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

smooth.(SOR 2021-22 PG NO.-182 19032)

Providing and applying texture paint at approved

quality, colour scheme, including preparation of

surface, primer 2 coats+2 coats of putty and

texture paint, as per manufacture's specification,

scaffolding, roller finish etc complete as per

instruction of engineer in charge (As per RA)

Providing and fixing Aluminum Composite Panel

signages of various size and in any language.

111 1000.00 The 2 mm thick Aluminum composite panel shall 6.00

be cladded with retro reflective high intensity

grade radium sheets. The signages shall be of

Providing cement vata (10cm. x 10 cm.

size)quarter round in cement mortar 1:1

includingneat cement finishing,watering etc.

complete.(R&B SOR 21-22 Item Code 17015)

Box cutting the road surface to proper slope &

amber for making a base for road work including

113 1.00 removing the excavated stuff and depositing on 205.35 Cmt

the road side slope as direted up to 200 Mt.

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

114 executed outside the road site. Rate also

includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within

the work site is not payable.

a 30.00 Lead From 4 Km to 5 Km. 52.42 Cmt

b 30.00 Lead From 5 Km to 10 Km. 78.54 Cmt

Provdg. & laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 hand broken stone

115 5.00 aggregates 40 mm nominal size) and curing 1901.59 Cmt.

complete excluding cost of form work

in.(Building SOR 15-16)

Providing and Laying of Rubber Moulded Paver

Block Grey/Coloured 60 mm thick, M-35 Grade

of any size ; shape (Usually Uni-Paver Blocks)

using black trap good quality aggragate of

mm nominal size for footpath, parking areas,

service lanes and other areas as mentioned in

the drawing / instruction of engineer in charge.

Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per

required grading and specification. The paver

block shall be mechanically compacted. The

116 5.00 work of paving blocks shall be executed in line 501.60 Smt

and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting

of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by

machine only and carting. The finished surface

of the paver block shall have resonably good,

plain finished. Paver blocks shall be compacted

and shall be relaid if necessary. Gravel or such

type of materials shall not be allowed for

production. Laying on 5 cms thick sand

Supplying and fixing of 300 mm-L x 150 mm-B

x 380 mm-H Kerb block for Footpath in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with

vibratory system for kerb stones of approved

design including curing, etc. complete, including

the cost of formwork etc. complete. The rate

shall also include necessary cutting of asphalt,

fixing the Kerb stones in line and level on 5 cm

thick sand bedding with necessary equipments

and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete mixed

in proper position as directed by Engineer in

change to form a portable mixture. In any case

Gravel or such type of materials shall not be

allowed for production.

a 10.00 a) Laying on 5 cm thick Sand Bedding 350.89 RMT

Providing, supplying and fixing precast C.C.

blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design

conveying it to the site, jointing into C:M 1:3 and

racking out the joints incl. necessary excavation

of asphalt, soil etc..completed.

Supplying & Fixing Nimbhada ladi 37 to 50 mm

thick for walk way covering the activity of

excavation, ramming, laying on sand bedding as

per requirement to fix the Nibhada stone in Line

& Level with cement pointing in cement mortar

1:2 etc complete as directed.

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and

120 plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris

from MH and carting the same as directed.

(Based on Drainage SOR 200910)

a 5.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

Labour work for fixing interlocking blocks / any

kind of pavement on up to 50 mm th sand

121 30.00 bedding, levelling, watering and fixing in line & 68.64 Smt

level as well cleaning the site etc.comp. as

directed. SOR-2016

Providing and supplying of labour for necessary

25.00 Mukadam/supervisior/karigar 474.00 No

15.00 Fitter/Plumber/Mason/carpenter 800.00 No

15.00 WELDER/ Gas cutter at Day /night 800.00 No

Supplying of welding machine / gas cutter

including cost of welding rods/gas,

Transportation, including carting from site to

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Repair work as required in Public toilets and New Construction of

various Pay and use, Public toilets and public urinals in Maninagar

Ward, South Zone

2 Time Limit 12 Months

3 Tender Validity Period 120 days from the date of submission of the tender

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.8304.00 Demand Draft Or Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand Draft

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at this

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of cicurity deposit towrdes they expences, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

from the cirtified date of complition. (b) for all workscosting more

than Rs. 50,000 and upto Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but

not more than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

19 For E.P.F. Act. As per Account department cicular no.27, date-07/01/2026

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl.City Engineer

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FOR BANK GUARANTEE

Seal and Signature of the Bidder Addl.City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be taken

to mean as reference to the latest edition of the same of force on the date of agreement.

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on

the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour shall

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible for

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for use

of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes &

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Addl.City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Addl.City Engineer (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: Repair work as required in Public toilets and New Construction of various Pay and

use, Public toilets and public urinals in Maninagar Ward, South Zone

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the

above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have

visited site & fully acquainted with local situations regarding materials, labours & others factorspertaining to

work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

1. mbgbgto>t ykdu yuj.ytu.ytR.ytÃgt ctœ 10 rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth ctœ&e dKJtbtkk ytJNu. <ubs

ðgth ctœ Jfo ytuzoh R~gw&gu&e mbtg bgtoœt NY &guje dKtNu.<&t <u mt&u fhthvºt fhJtltu hnuNu. ylu<u bwsc ftb NÁ fhJtle

<theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -15 fh<tk J^w rJjkc ltk rfMmt btk <ubs

Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu vulÕxe cej btk&e ftvJtbtk ytJNu. <ub

A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme

zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk

6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk

hSMxuNl fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht

^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ

WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e

hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf

ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo

sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg

<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the

vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu

BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.

juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn

<ubs ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu

ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux

nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.

juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux

nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.

juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

yufhthlwk Vtubo

(1)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au

ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e

(2)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ

J^thtu ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe>huf ytExbbtk J^^x

&tg fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu

CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb

fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl

meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu

lrn yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u

fhJtbtk ytJNu.”

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress

of work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as

per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be

brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be

final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the rejected

materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall

have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to

make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add.City Engg.shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra and

the contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim

for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors

shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor

will be fully responsible for compliance of the various provisions under contract Act. 1970 and the

Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of

the tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on

his own during the period. If any tenderer withdraw or makes any modifications or addition in the

terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully :-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

iv) Condition of Form - B1 only Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept. -

Govt. of Gujarat booklets of Building Works & and Road Works Specifications published by

Gujarat Book Depot, Sector-21. Gandhinagar. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP Addl.City Engineer

Mobile No.:- ( South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - Repair work as required in Public toilets and New Construction of various Pay and

use, Public toilets and public urinals in Maninagar Ward, South Zone.

TECHNICAL SPECIFICATIONS

Item No.1:- Excavation for foundation up to 1.5 m depth including sorting out and stacking of

useful material sand disposing off the excavated stuff up to 50 Meter lead.0 to 1.5 meter depth.

(Bldg.s.o.r.2015-2016,it. No.0.1 Ch- 4 )

1.1.1 Any soil which generally yields to the application of ackaxes and shoves, phawaras

rakes or any such ordinary excavating implement or organic soil, gravel silt, sand

turfloam, clay, peat etc., fall under this category.

Clearing the site :

1.1.2 The site on which the structure is to be built shall be cleared and all obstructions,

loose stone, materials and rubbish of all kind, bush, wood and trees shall be removed

as directed. The materials so obtained shall be property of the Government and be

conveyed and stacked as directed. within 30 M. lead. The roots of the trees coming in

the sides shall be cut and coated with a hot asphalt.

1.1.3 The rate of site clearance is deemed to be included in the rate of earth work for which

no extra will be paid.

1.1.4 Setting Out :After clearing the site, the center lines will be given by the Engineer-in-

charge. The contractor shall assume full responsibility for alignment, elevation and

dimension of each and all parts of the work. Contractor shall supply laborers,

materials, etc. required for setting out the reference marks and bench marks and shall

maintain them as long as required and directed.

1.1.5 Excavation : The excavation in foundation shall be carried out in true line and level

and shall have the width and depth as shown in the drawings or as directed. The

contractor shall do the necessary shoring and shutting or providing necessary slopes

to a safe angle, at his own-cost. The payment for such precautionary measures shall

be paid separately if not specified. The bottom of the excavated area shall be

evened both longitudinally and transversely. as directed by removing and watering as

required. No earth filling will be allowed for bringing it to level, if mistake or any

other reason excavation is made. deeper or wider that shown on the plan or directed.

The extra depth or width shall be made up with concrete of same proportion as

specified for the foundation concrete at the cost of the contractor. The excavation up

to depth mentioned above shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth

or leveling the ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the

site of work to a place as directed with lead upped 30 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to

the sections of trenches shown on the drawing or as per sections given by the

Engineer-in-charge. No payment shall be made for surplus excavation made in excess

of above requirements or due to slopping and sloping back as found necessary on

account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter

Item No 2:- Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft

soil(SOR 2021-22 I.C NO.-04001A, ch.04 P. NO.65)

o Excavation shall be carried out manually or mechanically to the required lines, levels,

and dimensions as per drawings.

o Soil classified as loose or soft soil includes topsoil, silt, clay, soft moorum, and other

similar strata.

2. Sorting & Stacking

o Useful excavated material such as selected soil shall be sorted and stacked neatly within

the site premises as directed by the Engineer-in-Charge.

o Unserviceable material shall be separated.

3. Disposal of Excavated Stuff

o Surplus/unserviceable excavated material shall be disposed of up to 50 metres lead

and lifted as directed.

o Dumping shall be done in a safe manner ensuring no damage to property or

4. Shoring & Safety Measures

o Where required, proper shoring, strutting, planking, and protective measures shall be

used to prevent sides from collapsing.

o Work area shall be barricaded to ensure safety.

5. Backfilling (if mentioned separately in BOQ)

o Backfilling shall not be included here unless specified under a separate item.

 Measured in cubic metres (m³) of excavated material.

Item No 3:- Providing and laying cement concrete 1:4:8 (1 - Cement : 4-Coarse sand : 8-Graded

Brick bats aggregate 40 mm normal size) and curing complete excluding cost of form work

in (A) Foundation and Plinth (upto 10 ton) (Bldg.Sor 2021-22,item no.5.3.3, 5004A)

. Description of Work

The item includes providing and laying cement concrete of proportion 1:4:8 using:

 1 part Cement

 4 parts Coarse Sand

 8 parts Graded Brick-Bat Aggregate (40 mm nominal size)

The work includes mixing, placing, compacting, and curing the concrete in foundation and plinth

zones, but excluding the cost of formwork.

o Ordinary Portland Cement (OPC) conforming to IS 269 or IS

2. Coarse Sand:

o Clean, well-graded natural river sand conforming to IS

3. Brick-Bat Aggregate (40 mm):

o Well-burnt brick bats, hard, dense & durable; free from dust, clay lumps, and organic

o Graded to 40 mm nominal size.

o Potable water as per IS 456 standards.

3. Mixing and Placing

 Concrete shall be mixed manually or mechanically to obtain a consistent and uniform mix.

 Water–cement ratio shall be controlled to avoid segregation or excessive bleed.

 Concrete shall be laid in layers not exceeding 150 mm, properly compacted by hand rammers

 Laid to the required line, level, and slope as per drawings and directions of the Engineer-in-

 Curing shall begin as soon as the surface hardens.

 Concrete must be kept continuously moist for a minimum of 7 days.

 The cost of formwork is excluded and paid under a separate item.

 Measurement shall be in cubic metres (m³) of concrete actually placed.

Item No 4:- Filling in plinth with sand under floors including watering ramming, consolidating and

dressing complete . (Bldg.Sor 2021-22,item Code04007A,4.24)

1. Description of Work

The item includes providing, filling, watering, ramming, consolidating, and dressing clean sand in

plinth areas below flooring layers to achieve the required level and compaction.

1. Sand (Plinth Filling Sand):

o Clean, dry, well-graded coarse/medium sand.

o Free from clay, silt, organic matter, or deleterious materials.

o Conforming to IS 383:2016 for fine aggregates.

o Potable water meeting requirements of IS 456 & IS

o The area to be filled shall be cleaned of debris, roots, loose soil, and organic matter.

o Boundaries/markings shall be fixed to maintain levels.

o Sand shall be spread in layers not exceeding 150 mm thickness.

o Each layer shall be properly watered, rammed, and compacted using manual or

mechanical means (plate compactor/rammer).

o Sand to be compacted to achieve firm and uniform consolidation with no voids.

o Required density to be achieved as per site conditions and direction of Engineer-in-

o Final surface shall be evenly dressed to provide proper level and slope for the

subsequent flooring work.

 Measured in cubic metres (m³) based on compacted volume.

Item No 5 :- Filling Available Excavated Earth (Excluding Rock) In Trenches,Plinth,Sides Of

Foundations Etc.In Layers Not Exceeding 20 Cm.In Depth Consolidation Each

Deposited Layer By Ramming And Watering.(SOR 2021-22,I. NO.4.12, 4006)

1. Description of Work

This item includes filling of available excavated earth (excluding rock) in trenches, plinth areas, and

along the sides of foundations in layers not exceeding 20 cm thickness, including watering,

ramming, consolidating, and dressing to required levels and slopes.

1. Excavated Earth (Suitable Material):

o Selected soil free from roots, organic matter, clods, debris, large stones, or harmful

o Soft soil, silt, clay, or moorum suitable for refilling.

o Soil must comply with the quality parameters of IS 1498 (Soil Classification).

o Clean and fit for construction work as per IS 456 and IS

3. Execution Procedure

o Trenches and filling areas must be cleared of unwanted materials.

o Unsuitable soil must be rejected and removed.

2. Layering & Filling

o Soil shall be placed in uniform layers not exceeding 20 cm (200 mm) compacted

o Each layer shall be watered, rammed, and compacted using manual or mechanical

o Compaction to achieve required dry density, with no voids or settlement pockets.

o Special care to prevent damage to foundation structures, pipes, or other elements.

o Surface shall be dressed to required level, grade, and slope as per drawings or

instructions of Engineer-in-Charge.

 Measurement shall be in cubic metres (m³) based on compacted volume of filling.

Item No.6 Providing form work in ordinary timber planking so as to give a rough finish including

centering, shuttering, strutting and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of the same for in situ reinforced

or plain concrete work in(Bldg.Sor 2021-22 CH. NO 9, I. NO 9.1)

1. Timber Planks

 Ordinary timber planks of adequate thickness (25 mm to 40 mm)

 Free from knots, decay, warping, or defects

 Providing a stable shuttering surface

2. Props & Supports

 Timber ballies, bullies, posts, or adjustable steel props

 Must safely withstand concrete pressure and construction loads

 Nails, bolts, clamps, wedges, and ties of suitable size

 All accessories shall be of good quality for safe support

A. Shuttering & Centering

 Shuttering shall be rigidly fixed, true to line, level, shape, and profile.

 Formwork must withstand loads and avoid deformation or leakage of slurry.

 All joints should be tight to prevent cement slurry loss.

 Supports must be placed at proper intervals for structural stability.

B. Strutting & Propping

 Props shall be vertical, stable, and adequately braced.

 Height of centering and propping below supporting floor/ceiling must not exceed 4.0 m.

 Safety measures as per IS codes must be followed.

C. Removal of Formwork

 Formwork shall be removed without shock or disturbance to the concrete.

 Removal time as per IS 456:

o Vertical forms: 24–48 hours

o Slab soffits (props left): 3 days

o Beam/Slab supports: 7–14 days (depending on span & load)

4. Surface Finish

 A rough finish is acceptable as per the item.

 Surface shall be checked for bulging, honeycombing, or misalignment.

 Measured in square metres (m²) of formwork surface provided.

Item No.7 :- Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in (P.74,Bldg.Sor 2021-22 CH. NO 5, I. NO 5.4.1)

1. Description of Work

The work includes providing and laying cement concrete of proportion 1:2:4 for reinforced cement

concrete (RCC) works, excluding the cost of formwork and reinforcement, but including mixing,

placing, compacting, and curing to the required grade and structural position.

 Ordinary Portland Cement (OPC) conforming to IS 269 or IS

 Fresh and free from lumps

b) Fine Aggregate (Coarse Sand)

 Clean, well-graded river sand

 Conforming to IS 383:2016 (Zone II or Zone III as approved)

c) Coarse Aggregate

 Crushed stone aggregates of 20 mm nominal size

 Conforming to IS 383:2016

 Hard, durable, free from flakes, dust, or organic impurities

 Clean and potable water conforming to IS 456 and IS

3. Concrete Proportion

 1 : 2 : 4 (Cement : Sand : Aggregate)

 Water–cement ratio to be maintained as per structural requirement (generally 0.45–0.55)

4. Execution Procedure

 Machine mixing mandatory for uniformity

 Dry mixing followed by addition of water gradually

 Concrete shall be placed in layers not exceeding 300 mm

 To be laid as close as possible to final position to avoid segregation

 Continuous placing without cold joints

 Compaction to be done using mechanical vibrators (needle/plate vibrators)

 Ensure no honeycombing, voids, or segregation

 Top surface to be finished as required for next stage of work

 Curing to start after initial setting (within 6–8 hours)

 Continue curing for minimum 7 days (PCC) and 10–14 days for RCC as per IS

 Cost of formwork and steel reinforcement is not included and paid separately.

 Measured in cubic metres (m³) of concrete actually placed

Item No.8 :- Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending,binding

and placing in position complete upto floor two level.(Bldg.Sor 2021-22,item no.5.4.11,

a) TMT Reinforcement Bars

 Fe-415 grade TMT bars conforming to IS 1786:2008

 Bars must be free from rust, oil, paint, or any deleterious material

 Standard lengths, correct weight tolerances, and manufacturer test certificate required

b) Binding Wire

 Annealed mild steel binding wire of 16 gauge (approx. 1.6 mm)

 Conforming to IS 280:2006

c) Cover Blocks

 Cement concrete or PVC cover blocks of adequate strength

 Conforming to cover requirements of IS

3. Execution Procedure

a) Cutting & Bending

 Bars shall be cut and bent accurately as per structural drawings using bending machines or

 Bending radius to comply with IS 2502:1963 (Bending and Fixing of Bars).

 No rebending unless approved by Engineer-in-Charge.

b) Placing of Reinforcement

 Bars shall be placed in exact positions with correct spacing, lap lengths, and anchorage as per

drawings and IS

 Chairs, spacers, and cover blocks shall be used to maintain specified cover.

 All intersections shall be tied with annealed binding wire.

 Ensure rigid cage formation without displacement during concreting.

 Remove loose rust, scale, oil, mud, and other contaminants before concreting.

e) Inspection & Approval

 Reinforcement placing must be checked for:

o Bar diameters

o Cover thickness

 Concrete must not be poured until reinforcement is approved.

 Measured in kilograms (kg) or metric tonnes (MT) of reinforcement steel placed.

Item No.9 :- Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength

Not Less Than 35 Kg/Sq. Cm. In Cement Mortar 1:6 (1 Cement : 6 Fine Sand) (A) In

foundation and Plinth(Bldg.Sor 2021-22,item no.6.13, 06002BA)

 Common burnt clay bricks conforming to IS 1077:1992

 Minimum compressive strength: 35 kg/cm²

 Bricks must be:

o Well-burnt, uniform in size and shape

o Free from cracks, flaws & efflorescence

o Water absorption ≤ 20% by weight (as per IS 3495)

 Ordinary Portland Cement (OPC) conforming to IS 269 or IS

c) Sand (Fine Aggregate)

 Clean, well-graded fine sand as per IS 383:2016

 Free from silt, clay, and organic impurities (silt content ≤ 8%)

 Potable water conforming to IS 456 & IS

 Cement mortar 1:6 (1 part cement : 6 parts sand)

 Mixed in small batches to avoid setting before use

 Uniform consistency (workable but not too wet)

4. Execution Procedure

 Bricks shall be soaked in water for at least 1 hour before use

 Foundations and base surfaces cleaned and wetted

b) Laying of Bricks

 Bricks laid true to line, level, and plumb

 Joints to be 10–12 mm thick uniformly

 Vertical joints to be staggered (breaking bond)

 Mortar fully filled in all joints (no hollows permitted)

c) Bonding & Alignment

 Proper bonding such as English bond or as per drawings

 Walls kept straight, plumb, and uniformly raised

 Maximum lift in a day: 1.5 metres

d) Raking of Joints

 Joints to be raked to a depth of 10–12 mm when mortar is green for plastering or pointing (as

 Masonry to be cured for a minimum of 7 days

 Measured in cubic metres (m³)

Item No.10 :- Extra for brick work in super structure above plinth level upto floor two level (B)

Conventional (I.C.NO 06006C)

Item No.11 & 12 :- Half Brick Masonry In Common Burnt Clay Building Bricks Having Crushing

Strength Note Less Than 35 Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement : 4 Coarse

Sand) In Foundation and plinth (Bldg.Sor 2021-22,item no.6.3, 06008A2A)

Item No.13 :- Providing cement plaster in single coat on brick/concrete wall for interior/exterior

plastering upto any floor level finished even and smooth in CM 1:3 incl. finishing with

floating coat of neat cement slurry, with necessary scaffolding etc. complete(Bldg.Sor

 Ordinary Portland Cement (OPC) 43/53 grade conforming to IS 269 / IS 8112 / IS

 Cement shall be fresh and free from lumps.

 Clean, well-graded fine sand conforming to IS

 Sand shall be free from silt, clay, organic matter, and deleterious substances.

 Silt content shall not exceed 8%.

 Potable water free from acids, alkalis, and organic impurities, as per IS

Mortar Proportion

 Cement Mortar 1:3 (1 part cement : 3 parts fine sand by volume).

 Mixing shall be done by mechanical mixer or manually on a clean platform.

 Mortar shall be used within 30 minutes of preparation.

Surface Preparation

 All surfaces shall be cleaned of dust, oil, loose particles, and laitance.

 Brick joints shall be raked to a minimum depth of 15 mm.

 Concrete surfaces shall be hacked/chipped to provide mechanical key.

 Surface shall be washed with clean water before plastering.

Application of Plaster

 Overall plaster thickness shall be 15 mm ± 3 mm.

 Apply a uniform coat of cement mortar over the prepared surface.

 Level and straighten the plaster using screeds and wooden/steel floats.

 Ensure proper bonding with the background.

 Edges, corners and junctions shall be finished neat and true.

 Final finish shall be smooth and even, obtained using a wooden float and finished with a

floating coat of neat cement slurry, unless otherwise instructed.

 No over-trowelling is permitted.

 Provide double scaffolding as required to reach any floor height.

 Scaffolding shall be stable and safe for workers.

 Curing shall start after initial setting (6–8 hours) and shall continue for a minimum period of

 Surfaces shall be kept continuously moist.

Quality Control & Acceptance

 Plaster shall adhere firmly without cracks, hollowness, or separation.

 Surface shall be true to line, level and plumb with tolerance not exceeding:

o Verticality: ±3 mm over 3 m

o Flatness: ±3 mm over 3 m

 Work shall conform to IS 1661 (Code of Practice for Application of Cement Plaster) and IS

2402 (Materials for Masonry Mortars).

 Cost of all materials: cement, sand, water.

 Labour, tools, machinery & equipment.

 Surface preparation and hacking.

 Scaffolding, curing, neat cement finishing.

 All leads, lifts and taxes.

Unit of Measurement

 Square metre (Sqm) of plaster surface.

Item No.15 :- Providing 20mm thick double coat sand face/mala cement plaster on interior

brick/concrete work for plastering comprising o f base coat of 12mm thick cement

plasterin cement mortar(1Cement:4coarsesand) in rough finishing and 8mm thick t op

coat of cement mortar1:2(1Cement:2Coarsesand) finished with trovel including

scaffoldingcuring etc. complete.(Bldg.Sor 2021-22 P.172,Ch.17.,17017)

1. Scope of Work

This work includes providing and applying 20 mm thick double-coat sand-face (Mala) cement

plaster on brick masonry or concrete surfaces, comprising:

 Base Coat: 12 mm thick plaster in CM 1:4

 Finishing Coat: 8 mm thick plaster in CM 1:2

 Sand-face finish using sponge/sand-paper

 All scaffolding, curing and finishing as required.

 Ordinary Portland Cement (OPC) 43/53 grade conforming to IS 269 / IS 8112 / IS 12269, free

 Clean, well-graded coarse sand as per IS

 Sand shall be free from silt, clay, organic impurities and deleterious materials.

 Silt content: < 8%.

 Potable, clean water conforming to IS 456, free from organic matter, acids, and alkalis.

3. Mortar Specifications

3.1 Base Coat Mortar

 Cement Mortar 1:4 (1 part cement : 4 parts coarse sand).

 Thickness: 12 mm (± 2 mm).

 Rough finish to provide mechanical key to top coat.

3.2 Finishing Coat Mortar

 Cement Mortar 1:2 (1 part cement : 2 parts coarse sand).

 Thickness: 8 mm (± 1.5 mm).

 Finished to sand-face texture using wooden float and sponging.

 Mortar shall be mixed in mechanical mixer or clean platform.

 Use within 30 minutes of preparation.

4. Surface Preparation

 Remove dust, laitance, loose particles, oil, grease.

 Brick joints to be raked minimum 15 mm deep.

 Concrete surfaces shall be hacked/chipped to ensure bond.

 Dampen surface before applying plaster.

5. Application Procedure

5.1 Base Coat (12 mm)

 Apply mortar uniformly over prepared surface.

 Level with screeds to true line, plumb and plane.

 Roughen the surface for a good bond with finishing coat.

 Allow base coat to set (minimum 24 hours) before applying top coat.

5.2 Finishing Coat (8 mm)

 Apply cement mortar 1:2 evenly.

 Finish surface with wooden float.

 Use wet sponge to create sand-face texture uniformly without cracking.

 Ensure no uneven patches or excessive sand exposure.

 Provide sound, safe, and stable double scaffolding to reach all heights.

 Scaffolding cost included in the rate.

 Start curing after initial set (6–8 hours).

 Keep plaster moist continuously for minimum 7 days.

8. Quality Control and Acceptance Criteria

 Workmanship shall be as per IS 1661 (Cement Plastering Code of Practice).

 Mortar shall comply with IS 2250 (Code of Practice for Masonry Mortars).

 Surface shall be:

o True to line and plumb

o Free from cracks, hollows, efflorescence or disintegration

o Verticality: ±3 mm over 3 metres

o Flatness: ±3 mm over 3 metres

 Uniform sand-face texture across entire surface.

9. Rate Includes

 Cost of all materials: cement, sand, water.

 All labour, tools, tackles required for plastering.

 Surface preparation, hacking, wetting.

 Double coat plastering (12 mm + 8 mm).

 Scaffolding, curing, finishing.

 All leads, lifts, and taxes.

10. Unit of Measurement

 Square metre (sqm) of finished plastered surface.

Item No 16 :- Providing & laying Stone chips Plaster with / without grooves for making panels

incl.backing coat of plaster in C.M.(1:3) in grey cement as per dir.Of

consultants.(N.S/ARC.)

 Providing and laying stone chips plaster on brick or concrete surfaces.

 Work includes backing coat, final stone-chips coat, finishing, groove formation (where

required), curing, scaffolding, and all materials & labour.

 Execution strictly as per the direction of the Consultant/Engineer-in-Charge.

 Cement: Ordinary Portland Cement (OPC) 43/53 grade conforming to IS 269 / IS 8112 / IS

 Sand: Clean coarse sand for backing coat as per IS

o Clean, dust-free, angular stone chips 4–6 mm size (or size specified by consultant).

o Washed thoroughly before use.

 Water: Potable, clean water conforming to IS

• Backing Coat (Base Coat)

 Cement mortar 1:3 (1 cement : 3 coarse sand).

 Thickness: 10–12 mm (or as directed).

 Apply evenly and roughen surface to form key for stone-chip finish.

 Allow initial set before applying stone chip layer.

• Stone Chips Top Coat

 Apply a coat of cement slurry mixed with required proportion of grey cement.

 Spread stone chips manually or by hand pressure uniformly over the wet slurry coat.

 Gently press chips into the surface to ensure firm bond.

 Finish surface using wooden float to achieve uniform exposure of stone chips.

• Grooves (if required)

 Grooves shall be provided at locations and patterns approved by Consultant/Architect.

 Grooves may be:

o Square / V-shaped,

o Depth 6–10 mm,

o Width 8–12 mm (unless specified otherwise).

 Edges must be clean, straight and true using steel trowel/section cutter.

 Grooves to be formed during partially set stage, not after full hardening.

• Surface Preparation

 Clean substrate thoroughly of all dust, loose material, grease, or form oil.

 Rake brick joints at least 15 mm deep.

 Hack concrete surface to ensure proper mechanical bonding.

 Wet surface thoroughly before plastering.

 Provide double scaffolding, safe and stable, to work at all required heights.

 All scaffolding charges included in the rate.

 Begin curing after 6–8 hours of application.

 Keep the surface continuously moist for minimum 7 days.

 Avoid jet-spraying to prevent dislodging of stone chips.

• Quality Standards

 Work shall comply with the principles of IS 1661 (Application of Cement Plaster) and IS

(External Finishing).

 Stone chip distribution must be uniform with consistent texture and appearance.

 Surface shall be free from:

o Discoloration

 All grooves shall be straight, clean and dimensionally accurate.

• Rate Includes

 All materials: cement, sand, stone chips, water.

 Labour for backing coat, slurry application, stone chip pressing, groove cutting.

 Surface preparation, cleaning, hacking.

 Scaffolding, curing, finishing.

 All taxes, leads, lifts and incidentals.

• Unit of Measurement

 Square metre (sqm) of completed stone chips plaster surface.

Item No 17 :- Providing & Applying Cement Popada Plaster In Cement Mortar In 1 :

Incl. Cleaning Surface Before Plastering Rate Also Incl. Scafloding, Watering

And Neat Finishing Etc. Comp. As Dire.(N.S./ARC)

 Providing and applying Cement Popada Plaster on brick or concrete surfaces.

 Work includes surface cleaning, preparation, plastering, finishing, scaffolding, watering,

curing, and all related materials & labour.

 Execution as per direction of Consultant / Engineer-in-Charge.

 Cement: Ordinary Portland Cement (OPC) 43/53 grade conforming to IS 269 / IS 8112 / IS

 Sand: Clean, well-graded fine sand as per IS 383, free from clay, silt, and organic impurities.

 Water: Clean, potable water conforming to IS

 Cement Mortar 1:3 (1 cement : 3 fine sand by volume).

 Mortar shall be freshly prepared and used within 30 minutes.

• Surface Preparation

 Clean wall surfaces of dust, loose particles, oil, grease, and laitance.

 Rake brick joints at least 10–15 mm.

 Hack/chip concrete surfaces to ensure mechanical key.

 Thoroughly dampen surface before plastering.

• Application of Plaster

 Apply uniform coat of cement mortar on prepared surface.

 Ensure proper thickness (as directed by consultant).

 Finish surface neat, even, and smooth using trowel.

 Maintain straight lines and levels; edges and corners to be properly finished.

 Provide stable scaffolding for work at all heights.

 Included in the rate.

 Begin curing after initial set (6–8 hours).

 Keep surface moist for minimum 7 days.

• Quality Standards

 Plaster should adhere firmly without cracks or hollows.

 Surface must be even, plumb, and true to line.

o Verticality: ±3 mm over 3 m

o Flatness: ±3 mm over 3 m

• Rate Includes

 All materials: cement, sand, water.

 Labour, tools, and tackles.

 Surface preparation, scaffolding, plastering, finishing, and curing.

 All leads, lifts, and incidentals.

• Unit of Measurement

 Square metre (sqm) of completed plaster surface.

Item No 18 :- Providing And Laying Polished Kota Stone Slab Flooring Over 20 Mm.

(Average) Thick Base Of Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Or

Lime Mortar 1:1.5 Laid Over And Joined With Grey Cement Slurry mixed with

pigmentt omatchtheshade of slab including rubbing and polishing

etc.complete.(A)25mmthick. (Bldg.Sor 2021-22 P.159,Item No.14.43,14012A)

 Providing and laying polished Kota stone slabs over a base of cement mortar or lime mortar.

 Complete work includes cutting, dressing, laying, joining with grey cement slurry mixed

with pigment, rubbing, polishing, and finishing.

 Thickness of Kota stone slab: 25 mm.

 Work includes all leads, lifts, scaffolding, tools, labour, and curing as required.

 Kota Stone Slabs:

o Hard, dense, fine-grained, uniform in color.

o Free from cracks, chips, or defects.

o Thickness: 25 mm ± 2 mm.

 Cement: OPC conforming to IS 269 / IS 8112 / IS

 Sand: Clean, coarse sand for base, free from silt and organic matter (IS 383).

 Pigment: Mineral pigment to match shade of Kota stone.

 Water: Potable and clean.

 Cement Mortar: 1:6 (1 cement : 6 coarse sand) OR

 Lime Mortar: 1:1.5 (1 lime : 1.5 sand) as per structural/consultant direction.

 Base thickness: average 20 mm.

 Mortar shall be freshly prepared and spread evenly over prepared subfloor.

• Laying Procedure

 Kota slabs shall be laid true to line and level over prepared mortar base.

 Joints filled with grey cement slurry mixed with pigment to match slab color.

 Slabs should be tapped gently to ensure proper bed adhesion and uniform level.

 Ensure minimum joint width (as per design).

 After initial setting of cement slurry, the surface shall be rubbed and polished to uniform

 Surface must be even, smooth, and free from scratches or uneven patches.

 Polishing to enhance natural color and texture of Kota stone.

 Start curing immediately after laying (cover and wet the surface).

 Continue curing for minimum 7 days to prevent shrinkage cracks.

• Quality Standards

 Kota slabs shall be uniform in color, texture, and thickness.

 Slabs must be firmly bonded to base.

 Joints must be neat, even, and free of voids.

 Surface to comply with IS 13755 (Natural Stone Flooring) and IS 3400 guidelines.

• Rate Includes

 Cost of materials: Kota slabs, cement, sand, pigment, water.

 Labour, tools, and tackles for cutting, dressing, laying, finishing, and polishing.

 Mortar bed, jointing, scaffolding, curing, and all incidental works.

• Unit of Measurement

 Square metre (sqm) of finished polished Kota stone floor.

Item No 19 :- Providing And Laying Cement Concrete Flooring For I.P.S.1:2:4 (For Indian

Patent Stones) (1 Cement: 2 Coarse Sand:4 Graded Stone Aggregate 20 Mm.

Nominal Size) Lain In Layer Finished With A Floating Coat Of Net Cement.(40

Mm Th.)(SOR 2021-22 P.160,Item No.14.71,14015AA)

 Providing and laying cement concrete flooring using Indian Patent Stones (IPS).

 Concrete mix: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

 Finished with a floating coat of neat cement.

 Total thickness of flooring: 40 mm.

 Includes all materials, labour, finishing, curing, and scaffolding where required.

 Cement: OPC 43/53 grade conforming to IS 269 / IS 8112 / IS

 Coarse Sand: Clean, well-graded, free from clay and organic impurities (IS 383).

 Coarse Aggregate: Graded stone aggregate 20 mm nominal size, hard, durable, and free from

flaky particles (IS 383 / IS 2386).

 Water: Potable and clean.

• Base Preparation

 Subgrade/earth floor shall be properly leveled, cleaned, and compacted.

 A 20 mm thick PCC base may be provided where required (as per site conditions).

 Ensure surface is free from loose particles, debris, and moisture before laying concrete.

• Concrete Mixing & Laying

 Mix cement, sand, and aggregate in specified proportion.

 Water to be added gradually to achieve workable consistency.

 Concrete shall be placed in uniform layers and compacted properly using vibrators or

 Avoid segregation and honeycombing.

 Top surface shall be leveled and finished with a floating coat of neat cement to obtain

smooth, dense finish.

 Edges, joints, and corners shall be straight and true to line.

 Work shall provide proper slope for drainage where applicable.

 Begin curing after initial set (6–8 hours).

 Keep the flooring moist for minimum 7 days.

• Quality Standards

 Finished flooring should be even, smooth, and free from cracks or undulations.

 Comply with IS 516 (Concrete Strength Testing) and IS 456 (General Concrete Practices).

 Thickness and slope tolerances as per IS 1200 and site drawings.

• Rate Includes

 All materials: cement, sand, aggregates, water.

 Labour for mixing, laying, compacting, finishing, and curing.

 Preparation of subgrade, scaffolding (if required), and tools.

 Floating coat of neat cement and all incidentals.

• Unit of Measurement

 Square metre (sqm) of finished IPS concrete floor.

Item No.22 :- P & L 24"x24" vitrified 8mm thick tile flooring over 20mm (average) base of cement

mortar 1:6(1cement:6coarsesand) on new surface or fixing on existing flooring by

adhesive material including dismentaling of existing flooring and jointed with color

cement slurry including finis ed with flush pointing & cleaning the surfaceetc.complete for

anti skit(SOR2021-22P.161,Item No.14.9,14021A)

 Vitrified Tiles: 24"x24", 8 mm thick, anti-skid finish, uniform in size, color, and texture.

 Cement: OPC 43/53 grade conforming to IS 269 / IS 8112 / IS

 Coarse Sand: Clean, well-graded, free from clay or impurities (IS 383).

 Adhesive: Tile adhesive suitable for vitrified tiles, as per manufacturer instructions.

 Color Cement: Matching tile color for jointing.

 Water: Potable, clean, and free from impurities.

• Base Preparation

 Prepare base of cement mortar 1:6, 20 mm thick, levelled and compacted.

 For existing flooring, remove tiles carefully and clean surface.

 Ensure base is free of dust, debris, grease, or loose particles.

• Laying Procedure

 Tiles shall be laid true to line and level using adhesive or fresh mortar.

 Tiles must be pressed firmly for proper bonding.

 Maintain uniform joint width as per design or manufacturer recommendations.

 Excess adhesive shall be removed immediately.

• Jointing & Finishing

 Joints to be filled with color cement slurry.

 Flush pointing shall be done to create smooth, even joints.

 Clean the surface thoroughly after completion.

 Avoid heavy traffic for 24–48 hours after laying.

 Light sprinkling of water for curing is optional if fresh mortar is used.

• Quality Standards

 Tiles shall be level, even, and aligned with uniform joints.

 Surface shall be free from cracks, chips, or loose tiles.

 Anti-skid texture to be consistent across all tiles.

o Level deviation: ±2 mm per 1 m

o Joint width: ±1 mm

• Unit of Measurement

 Square metre (sqm) of finished vitrified tile flooring.

Item No.23 :- Providing and Fixing pvc.Door (sintex door-equivalent) with necessary alluminium

fitting with EL-7 section frame (Approved Rate as per ARC)

 Door Panel: High-quality PVC (Sintex or equivalent), durable, termite-proof, water-resistant,

and fire-retardant.

 Frame: EL-7 aluminium section, anodized or powder-coated as approved.

o Aluminium hinges (2–3 nos. as per size of door)

o Lock & latch (approved make)

o Handles / knobs

o Door stopper & accessories

 Sealant / Adhesive: Silicone or approved weatherproof sealant for fixing if required.

Item No.24 :- Providing & laying polish kota stone (25 mm th,) Sandwich platform. Work incl.

provdg good quality & even shade polish kota stone of required size having uniform

thickness. Work also incl. providing nece. Dismentling of brick work for making jari to

support the etc.comp.(app rate)

 Kota Stone Slabs:

o Good quality, dense, uniform in color and texture.

o Thickness: 25 mm ± 2 mm.

o Free from cracks, chips, or defects.

 Cement / Mortar:

o Cement OPC 43/53 grade (IS 269 / IS 8112 / IS 12269).

o Coarse sand for base / bedding (IS 383).

 Pigments / Adhesives (if required): As per shade matching for polished finish.

 Water: Clean and potable.

• Base Preparation

 Prepare base for platform by:

o Removing or dismantling existing brickwork where necessary.

o Constructing “jari” or brick/stone support framework to carry Kota stone slab.

o Ensuring level, plumb, and stable base for platform.

• Laying Procedure

 Place Kota stone slabs evenly over the base/support framework.

 Ensure slabs are level, aligned, and true to edges.

 Join slabs with grey cement slurry or adhesive as required.

 Tap gently to ensure firm bonding with base.

 Polish Kota stone surface to achieve smooth, even, and uniform shine.

 Maintain uniform shade across all slabs.

 Edges, corners, and joints to be neat and properly finished.

• Quality Standards

 Slabs must be firmly bonded, level, and plumb.

 No cracks, chips, uneven surfaces, or loose slabs.

 Polishing must be uniform and durable.

 Workmanship to conform to general principles of natural stone finishing (IS 13755 / IS 3400).

• Rate Includes

 Cost of Kota stone slabs, cement, sand, adhesives/pigments.

 Labour for dismantling brickwork, base preparation, laying, polishing, and finishing.

 All leads, lifts, scaffolding (if required), and incidental works.

• Unit of Measurement

 Square metre (sqm) of completed polished Kota stone platform.

Item No.25 P/F glass of 4 mm thik for vent lowers and window with wooden border patti as per

instruction of eng. In chage.(app.rate)• Materials

o Thickness: 4 mm

o Type: Plain/transparent sheet glass

o Free from waves, scratches, cracks, and edge defects

o Confirming to relevant quality standards (general quality as per IS 2835 – Float Glass)

 Wooden Border Patti:

o Good quality seasoned wood.

o Smooth, straight, and free from knots.

o Properly planed and finished.

 Putty / Beading / Nails / Adhesive:

o As required for secure fixing of glass.

• Quality Requirements

 No cracks, chips, or scratches after fixing.

 Glass should sit perfectly within the frame without gaps.

 Wooden patti should be smooth, well-finished, and firmly fixed.

 Installation must be sturdy and safe against wind pressure and handling.

• Unit of Measurement

 No of completed glass fixing work.

Item No.26 :- Making hole in brick wall & all damaged work shall be well repaired as per inst. etc.

 Cement mortar of appropriate proportion.

 Brick bats / pieces of similar quality as existing wall.

 Tools: chisels, hammer, cutters, drill machine, etc.

 Water for curing.

• Unit of Measurement

 No of completed glass fixing work.

Item No.27 :- Provdg. & fixing rubber plug for sink or wash basin. (SOR 2021-22 P.212,Item

o Made of durable, flexible, water-tight rubber.

o Size as required for sink/basin outlet (commonly 32 mm / 40 mm).

o Resistant to wear, cracking, and deformation.

 Chain & Ring:

o Stainless steel or corrosion-resistant metal.

o Adequate length and strength for daily use.

• Quality Requirements

 Plug must fit perfectly and form a complete water-tight seal.

 Chain must be rust-free, smooth, and firmly attached.

 No sharp edges, loose fittings, or damaged components.

• Unit of Measurement

 No (per plug set installed).

Item No.28 :- Providing and fixing 30mm thick FACTORY MADE SOLID BOTH SIDE PRELAM

PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge

thickness and size of 19mm x 19mm for stiles, top and bottom rails. M.S. frame shall have

a coat of steel primer of approved makde and manufactures. M.S frame covered with 5mm

thick heat moulded prelim PVC ‘C’ channel of siz 30mm thickness, 70 mm width of which

50mm shall be flat and 20mm shall be tapered in 45 degree Angle on either side forming

stiles, and 5mm thick, 95mm wide pream PVC sheet out of which 75mm shall be flat and

20mm shall be tapered in 45 degree on the inner side ot form top and bottom rail and

115mm wide prelim PVc sheet out of which 75nmm shall be flat and 20mm shall be

tapered on both side to form lock rail, Top, bottom and lock rails shall be provided either

side of the panel. 10mm (5mm x 2) thick 20mm wide cross PVC sheet shall be provided as

gap insert for top rail and bottom rails.

Door Shutter Frame (Internal Structure)

 Material: M.S. Tubes

 Thickness: 19 gauge

 Size: 19 mm × 19 mm

o Entire M.S. frame coated with approved steel primer to prevent corrosion.

• PVC Encasing / Cladding

o Covered with 5 mm thick heat-moulded prelam PVC “C” channel.

o Channel size: 30 mm thickness × 70 mm width.

o Width composition:

 20 mm tapered at 45° on either side

 Top & Bottom Rails:

o Covered with 5 mm thick × 95 mm wide prelam PVC sheet.

o Width composition:

 20 mm tapered at 45° on inner side

o Covered with 5 mm thick × 115 mm wide prelam PVC sheet.

o Width composition:

 20 mm tapered at 45° on both sides

 Top and Bottom Rails:

o Provided with 20 mm wide PVC gap insert

o Total thickness: 10 mm (5 mm × 2 sheets)

• Panel Assembly

 Prelam PVC sheets fixed on both sides to form a solid, water-resistant, termite-proof door

 Joints sealed to ensure rigidity and durability.

 No voids, cracks, or gaps allowed.

Unit of Measurement

 Square metre (sqm) of completed installed PVC door shutter.

Item No.29 :- roviding and fixing approved standard brand factory made PVC door FRAME of

size 50 x 47 mm with a wall thickness of 5 mm made out of extruded 5 mm rigid PVC

foam sheet mitred at corners and jointed with 2 Nos. of 150 mm long brackets of

15 x 15 mm M.S.square tube the vertical door profiles to be reinforced with 19 x 9 mm

M.S.square tube of 19 guage, EPDM rubber gasket weather seal to be provided

through out the frame. The door frame to be fixed to the wall using M.S.screws of

65/100 mm size etc.complete as per manufacturers specifications and direction of

Engineering in charge incl. medium grade aluminium hardware all octroi, tax charges

etc.complete (SOR 2021-22 I.C no-10050 )Item No.30 :- Provdg. & fixing rubber plug for

sink or wash basin. (SOR 2021-22 P.212,Item No.23.134,23035)

 Overall Size: 50 mm × 47 mm

 Wall Thickness: 5 mm

 Material: Extruded rigid PVC foam sheet (5 mm thick)

 Mitred at corners and joined with two 150 mm long M.S. brackets (15 × 15 mm M.S. square

• Reinforcement

 Vertical profiles reinforced with M.S. square tube of size 19 × 19 mm,

 Thickness: 19 gauge

 Ensures rigidity and structural stability.

• Gasket / Weather Seal

 Full-length EPDM rubber gasket/weather seal provided throughout the frame for proper

sealing against dust and air.

• Fixing Details

 Door frame fixed to wall using M.S. screws (65 mm / 100 mm) as required.

 Proper alignment, plumb, and level to be ensured during fixing.

 Includes medium-grade aluminium hardware as per standard practice.

 Smooth factory finish, clean edges, uniform color, and free from dents or deformities.

 All joints sealed neatly to ensure durability.

• Unit of Measurement

 Running metre (Rmt) of completed PVC door frame installed.

Item No.30:- Providing and fixing 35 mm th. Shutters for doors windows & clearstory windows

incl. wood frames as specified 12 cm. x 7cm. size incl. anodised alluminium fixtures and

fastenings including primer coat of approved quality and two coats of oil paint etc.

complete.(SOR.2021-22 ,ch.no.10, it code 10032a, 10032b, 10032c)

Shutter Details

 Thickness: 35 mm

 Type: Wooden shutter with panelled / glazed / plain design as per site requirement.

 Timber to be of approved quality, well-seasoned, free from knots, cracks, and warping.

 Section Size: 12 cm × 7 cm (120 mm × 70 mm)

 Made from well-seasoned durable wood.

 Joints properly mortised, tenoned, and securely fixed.

• Fixtures & Fastenings

 Material: Anodised aluminium

o Screws and other necessary fittings

 All hardware to be corrosion-resistant, smooth-operating, and of approved make.

• Primer & Painting

 Apply one coat of approved wood primer after proper surface preparation.

 Apply two coats of high-quality oil paint, ensuring:

o Smooth and even finish

o No brush marks

o Proper drying between coats

 Frames fixed with proper holdfasts or screws.

 Shutters aligned for smooth opening and closing.

 Ensure tight and even joints, proper locking alignment, and stable operation.

• Unit of Measurement

 Square metre (sqm) for shutters

Item No.31 & 32:- Providing and laying white glazed tiles 6mm thick in flooring treads of steps and

landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement.(SOR 2021-22P.157,Item

 White Glazed Tiles:

o Thickness: 6 mm

o Size: As approved

o Uniform color and shade

o Free from cracks, warp, or surface defects

 Cement Mortar:

o Mix: 1:3 (1 cement : 3 coarse sand)

o Thickness of bed: 12 mm

 White Cement:

o For slurry and flush pointing

• Joint Filling & Finishing

 Joints to be filled with white cement flush pointing to match tile surface.

 Remove excess material and wipe tiles clean.

 Ensure smooth, uniform, and stain-free finished flooring.

• Quality Requirements

 Tiles must be firmly bonded without hollow sound.

 Surface to be level, even, and free from cracks or lippage.

 Proper slope to be maintained, especially in wet areas or stair treads.

 No variation in shade beyond acceptable limits.

• Unit of Measurement

 Square metre (sqm) of finished tile flooring.

Item No.33:- Providing and laying Ceramic tiles 6mm thickin flooring treads of steps and landing

laid on abed of 12mm thick cement mortar 1:3 (1-cement: 3-coarse sand ) finishing with

flush pointing inwhite cement. (R&B SOR 21-22 Item Code 14009A 14.29 B)

 Ceramic Tiles:

o 6 mm thick ceramic tiles of approved brand, size, shade, and pattern.

o Tiles shall be even-sized, true to shape, free from cracks, warping, chips, or glaze

o Glazed or matt finish as approved by the Engineer-in-Charge.

 Cement Mortar:

o Mortar mix 1:3 (1 part cement : 3 parts coarse sand).

o Sand shall be clean, well-graded, and free from dust, clay, or organic matter.

 Cement Slurry:

o Neat cement slurry prepared to a workable consistency.

 Pointing Material:

o White cement mixed with matching pigment for finishing joints.

Preparation of Surface

 The base surface shall be cleaned of all loose particles, dust, oil, grease, paint, etc.

 Any undulation or damaged portion shall be repaired to obtain a level, smooth base.

 The surface shall be moistened properly before mortar application.

Laying Procedure

 A uniform 12 mm thick cement mortar bed (1:3) shall be laid and finished to line, level, and

slope as required.

 Before placing tiles, the mortar bed shall be spread with neat cement slurry to ensure perfect

 Tiles shall be placed in position, aligned to the pattern, and carefully tapped using a wooden

mallet to achieve an even surface without hollow pockets.

 Joint thickness shall be kept uniform, maintaining straight lines and proper alignment.

Joint Filling and Finishing

 After tiles are set sufficiently, joints shall be cleaned and filled with white cement flush

pointing, mixed with suitable pigments if required.

 Excess cement shall be wiped off without leaving stains on the finished surface.

 Light curing shall be carried out for sufficient duration.

 Upon completion, the tiled surface shall be cleaned using water and approved cleaning agents

to obtain an even, smooth, and stain-free finish.

 Newly laid tiles shall be protected from heavy loads, impact, or traffic until the mortar and

joints are fully set.

 Protective covering (such as cardboard or PVC sheet) shall be placed where necessary.

Item No.34:- Providing & Laying China Mosaic Flooring On Terrace With 6Mm Th.White Or

Coloured Glazed Tiles Chips Of Mini.25 To 35Mm Approved.Square Or Rectangular

Shape & Fixing It.Before Start The Work Remove All Existing Flooring & Open Old Slab

Surface With Wire Brush & Fill Crack If Shown With Water Proof Material.Than For

Making Level Gps.Work Done In Mini.45 To 50 Mm Th.& Fixing.China Mosaic In

Cm 1:3 With Neat Cement Slurry At Top & Filling The Gap With White Or Colour

Cement With Finishing Smooth Surface & Even Shade Incl.Cleaning Of All

Dirt,Dust & Other Foreign Matter.Rate Including For Making Colour

Patta,Round Vata With Fixing Neccessary Water Spout Opening Gap Etc.Comp.As

Directed.(As per A.R.C)

 he existing terrace flooring shall be removed completely, and the old slab surface shall be

thoroughly cleaned using a wire brush to remove all loose material, dirt, dust, and foreign matter.

 All visible cracks on the slab surface shall be opened and filled with an approved waterproofing

compound/material as directed.

 Levelling shall be carried out using GPS work to achieve the required slope, ensuring a minimum

overall thickness of 45 mm to 50 mm.

 China Mosaic flooring shall be provided and laid using 6 mm thick white or coloured glazed tile

chips of 25 mm to 35 mm size, of approved square or rectangular shape.

 The tile chips shall be laid in cement mortar 1:3 (1 part cement : 3 parts coarse sand) over the

prepared levelling layer.

 A coat of neat cement slurry shall be applied over the mortar bed before placing tile chips to ensure

proper bonding.

 Joints/gaps between chips shall be filled with approved white or coloured cement to achieve even

shade and uniform appearance.

 The finished surface shall be rubbed and polished to obtain a smooth, even, and dense finish free

from undulations.

 Colour patta, round vata (curing band), and provisions for water spout openings shall be made as

required and directed at site.

Item No.35:- Providing cement vata (10cm. x 10 cm. size)quarter round in cement mortar 1:1

includingneat cement finishing,watering etc. complete.(R&B SOR 21-22 Item Code 17015)

 Cement: Ordinary Portland Cement (OPC) 43/53 grade, conforming to IS standards.

 Sand: Clean, well-graded coarse sand, free from impurities.

 Cement Mortar: Mix 1:1 (1 part cement : 1 part coarse sand).

 Water: Clean potable water for mixing and curing.

Preparation of Surface

 Clean the surface of dust, loose particles, oil, or any foreign matter.

 Moisten the area adequately before applying mortar.

 Repair any damaged or uneven portions prior to vata formation.

Execution / Laying Procedure

 Prepare cement mortar 1:1 in small, workable batches.

 Apply the mortar at the junction of floor and wall to form a 10 cm × 10 cm quarter-round

 Ensure the radius and curvature are uniform and smooth along the entire length.

 Shape the vata using suitable trowels or rounding tools to achieve the required profile.

 Finish the surface with neat cement slurry to achieve a smooth, dense, and uniform finish.

 Maintain consistent curvature and uniformity throughout.

 Cure the completed vata with clean water for a minimum of 7 days.

 Protect the surface from damage during the curing period.

Unit of Measurement

 Running Metre (Rmt) of completed quarter-round vata.

Item No.36:- Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having size of

75 x 300 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3

and racking out the joints incl. necessary excavation of asphalt, soil etc..completed.-

 Precast Concrete Blocks:

o Grade: M-20 (1:1.5:3 mix ratio or as per standard design).

o Size: 75 mm × 300 mm × 300 mm depth.

o Blocks to be dense, uniform, and free from honeycombing, cracks, or surface defects.

 Cement Mortar:

o Mix: 1:3 (1 part cement : 3 parts coarse sand).

o Cement: OPC 43/53 grade.

o Sand: Clean and free from impurities.

 Excavation Material:

o Asphalt, soil, or other surfaces as required to accommodate kerb blocks.

Execution / Laying Procedure

 Excavate the trench to proper line, level, and depth to accommodate kerb blocks.

 Place precast C.C. blocks in position, ensuring alignment, level, and plumb.

 Fill the joints with cement mortar 1:3 and rake out neatly after initial setting.

 Backfill the excavated portion and compact as necessary.

 Ensure that the finished kerb line is straight, uniform, and properly aligned with adjacent kerbs

 All joints to be neat and uniform in width.

 Surface of kerb blocks shall be clean, free from stains or mortar drops.

 Alignment and level to match approved drawings.

Unit of Measurement

 Running Metre (Rmt) of fixed precast C.C. edge kerb block.

Item No.37:- Conveyance charges of earth lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregate of any kind etc. comp. upto 5 km lead.

 Types of Materials: Earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates, or other approved construction / waste materials.

 Materials to be transported in a manner suitable for their type, weight, and size.

Unit of Measurement

Measuremenet are in CMt

Item No.38:- Providing & Fixing M.S.Grill, Gate, Elevation Element Of Decorative Pattern With

M.S.Channel, Flat, Medium Grade M.S.Pipe, Square Or Round Bars With Round

Heanded Bolts, Nuts, Or By Screw. Incl. Applying One Coat Zinc Primer And Two

Coat Of Oil Paint Etc.Comp.

 M.S. Sections:

o Medium-grade M.S. channels, flats, square or round bars, and pipes as per design

o Sections to be straight, true to dimensions, free from rust, scale, or deformities.

o Round-headed bolts, nuts, and screws of standard quality and size as required for

 Surface Treatment:

o Zinc primer: One coat of approved quality for anti-corrosion.

o Oil paint: Two coats, color and shade as directed by Engineer-in-Charge.

Quality Control

 Grills/gates should be rigid, stable, and free from deformation.

 Fasteners should be tight, secure, and corrosion-resistant.

 Decorative patterns shall match approved design exactly.

 Paint finish shall be uniform, without any bare patches.

Unit of Measurement

 Kilogram (Kg) of fabricated and fixed M.S. work, or Running Metre (Rmt) where

Item No.39:- Providing and fixing 18 gauge s.s.304 grade stair railing as per design given and

direction of incharge

 Stainless Steel:

o Sections may include tubes, pipes, flats, or rods as per approved design.

o Material shall be free from rust, pits, or surface defects.

 Fasteners / Fixtures:

o Stainless steel screws, bolts, nuts, or brackets of approved quality.

o All fixing accessories must be corrosion-resistant and compatible with S.S.

Execution / Fabrication

 Fabrication of railing components according to approved design, including:

o Cutting and shaping stainless steel sections

o Bending and forming curves as required

o Welding or mechanically joining parts using approved techniques

o Railings to be fixed securely to stair stringers, walls, or floor slabs.

o Ensure proper alignment, level, and plumb.

o All exposed welds or joints to be smooth, ground, and polished.

Unit of Measurement

 Running Metre (Rmt) of fabricated and fixed stainless steel railing.

Item No.41:- Providing & Fixing M.S.structure from square & rectangular

pipes,angles,flats,round etc.of required size for above mentioned granite board of suitable

size mentioned by engineer in charge.(N.S.)

 Mild Steel (M.S.) sections: square/rectangular pipes, angles, flats, rounds as required.

 Medium-grade steel, free from rust, cracks, or deformities.

 Fasteners: M.S. bolts, nuts, screws, or welding as required.

 Fabricate M.S. frame as per approved design to support granite boards.

 Cut, bend, and weld sections to form a rigid, dimensionally accurate structure.

 Fix the frame securely in position, ensuring level, plumb, and alignment.

 Ensure all joints are strong and durable; clean burrs and sharp edges.

Unit of Measurement

 Kilogram (Kg) of fabricated and fixed M.S. structural frame, or Running Metre (Rmt) as

Item No.42:- Provinding and fixing in perfect alignment gypsum board false ceiling with all

material,labour,tools ,tackles,scaffolding and equipment including providing and fixing

gypboard with onw coat of primer and two or more coats of acrylic emulsion paint

 Gypsum boards of approved make and thickness.

 Aluminum or mild steel sections/channels for frame and suspension.

 Fasteners: screws, nails, hangers, and accessories as required.

 Primer: one coat of approved quality.

 Paint: two or more coats of acrylic emulsion paint of approved shade.

 Erect scaffolding and prepare the area for installation.

 Fix aluminum/M.S. channels in proper alignment and suspend securely.

 Install gypsum boards on the frame, ensuring perfect alignment, level, and joints.

 Apply one coat of primer on the gypsum boards.

 Apply two or more coats of acrylic emulsion paint after primer, ensuring smooth and

uniform finish.

 Clean and remove debris after completion.

Unit of Measurement

 Square Metre (sqm) of finished gypsum board false ceiling.

Item No.43:- Provdg. & fixing 100 mm size P or S trap for water closet squatting pan incl. jointing

the trap with the pan & soil pipe in cement mortar 1 :1 (cement : 1 fine sand) (SOR 2021-

 P or S trap of 100 mm size for water closet squatting pan, of approved quality and make.

 Cement: OPC 43/53 grade.

 Fine sand: clean, well-graded, free from impurities.

 Water: potable for mixing cement mortar.

 Position the P/S trap as per layout and connect to the squatting pan and soil pipe.

 Joint the trap with the pan and soil pipe using cement mortar 1:1 (1 part cement : 1 part fine

 Ensure proper alignment, level, and leak-proof connections.

 Finish exposed joints neatly and clean the surrounding area.

Unit of Measurement

 Each (No.) of P/S trap installed.

Item No.44:- Providing and fixing wsh down water closet (Europeantype,W.C.Pan) with integral P

or S trap including jointing the trap with soil pipe in Cement Mortar1:1(1-Cement:1-

finesand) (Sea land cover to be measured and paid for separately) (A)vitreous China

Pattern :(i) in white colour (SOR 2021-22 PG NO-207,23010)

 Wash-down water closet (European type) W.C. pan, vitreous china, white colour, of

 Integral P or S trap included with the pan.

 Cement: OPC 43/53 grade.

 Fine sand: clean, well-graded, free from impurities.

 Water: potable, for mixing cement mortar.

 Position the W.C. pan in proper alignment as per layout.

 Joint the integral P/S trap with the soil pipe using cement mortar 1:1 (1 part cement : 1 part

 Ensure the pan is level, stable, and properly fixed without wobbling.

 Exposed joints shall be neatly finished and cleaned.

 Seat covers (sea land cover) to be measured and paid for separately.

Unit of Measurement

 Each (No.) of W.C. pan fixed.

Item No.45:- Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm

(Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A)

Vitreous China.(I) Long pattern = White colour(SOR 2021-22 PG NO-207,23009)

 Indian type squatting W.C. pan, vitreous china, long pattern, white colour, size 580 mm,

 Cement: OPC 43/53 grade (for jointing if required).

 Fine sand: clean and well-graded.

 Water: potable, for any necessary cement mortar.

 Position the W.C. pan in proper alignment as per layout.

 Ensure the pan is stable and properly seated on its bed.

 Earthwork, bed concrete, foot rests, and P/S trap to be measured and paid for separately.

 Exposed surfaces shall be cleaned and checked for proper alignment and finish.

Unit of Measurement

 Each (No.) of W.C. pan fixed.

Item No.46:- Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S.

brackets painted white including sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white

colour.(SOR 2021-22 PG NO-208,23018)

 Vitreous china flat-back washbasin, 550 mm × 400 mm, white colour, approved make.

 Brackets: C.I. or M.S. brackets painted white for fixing.

 Cement: OPC 43/53 grade (for grouting if required).

 Fine sand: clean and well-graded.

 Water: potable, for mixing cement mortar if necessary.

 Fix the washbasin at the specified location using C.I. or M.S. brackets, ensuring it is level

 Cut holes or make adjustments as required for proper placement.

 Make good any damage to walls or surfaces around the basin.

 Fittings such as taps, waste fittings, or traps are excluded from this item.

Unit of Measurement

 Each (No.) of washbasin fixed.

Item No.47:- Provdg. & fixing C.P. Brass screw down bib taps of following size (SOR 2021-22 PG

 C.P. (Chrome Plated) brass screw-down bib taps of approved make and size as per

design/specification.

 Brass fittings to conform to standard quality and corrosion resistance.

 Screws, washers, and sealing material as required.

 Fix the bib tap at the designated location on walls, pillars, or platforms.

 Ensure proper alignment, vertical/horizontal positioning, and tight connections to prevent

 Check for smooth operation of the screw-down mechanism.

 Seal joints with appropriate materials to avoid leakage.

Unit of Measurement

 Each (No.) of bib tap fixed.

Item No.48:- Providing & Fixing Angle Cock Of "Ess Ess" Trend Series Or Equivalent

Standard Make As Approved By Engg.In Charge All Complete.(N.S.) I00103

 Angle cock of approved make, “Ess Ess Trend Series” or equivalent, standard quality.

 Brass/metal components as per manufacturer specification.

 Sealing washers or PTFE tape as required for leak-proof connection.

 Fix the angle cock at the designated location on pipes or fittings as directed.

 Ensure proper alignment, tight and leak-proof joints.

 Check smooth operation of the cock after installation.

Unit of Measurement

 Each (No.) of angle cock fixed.

Item No.49:- Provdg. & Fixing Gun Metal Check Or Nonruturn Full Wheel Valve. (A)

Mm Dia(SOR 2021-22 PG NO-211,23030A)

 Gunmetal check or non-return full wheel valve, 15 mm dia, of approved make and standard

 Sealing washers or gaskets as required for leak-proof installation.

 Fix the valve at the designated pipeline location as directed by Engineer-in-Charge.

 Ensure correct orientation for proper operation (flow direction).

 Make tight, leak-proof connections to the pipeline.

 Check for smooth opening and closing of the valve.

Unit of Measurement

 Each (No.) of valve fixed.

Item No.50:- Supplying nece hardware, Fittngs etc.comp of app.quality as under

 Approved quality hardware and fittings as required for the work, including but not limited to:

o Hinges, handles, locks, fasteners, screws, brackets, clips, etc.

o All materials to conform to standard specifications and corrosion-resistant where

 Supply and provide the hardware/fittings at the designated locations as per design or

instructions of Engineer-in-Charge.

 Ensure proper sizing, alignment, and functionality.

 Verify compatibility with doors, windows, furniture, or other fixtures before installation.

Unit of Measurement

 Lump Sum (LS) or Per Item (No.), depending on type of fitting supplied.

Item No.51:- Provdg. & fixing ball cock of approved qaulity as directed.(SOR 2021-22 PG NO-

 Ball cock of approved make and standard quality as per SOR 2021-22 (Items 23037A1, A2,

 Brass or approved corrosion-resistant material.

 Sealing washers or PTFE tape as required for leak-proof installation.

 Fix the ball cock at the designated location on the water tank or pipeline.

 Ensure correct alignment and leak-proof connection.

 Check smooth operation of the float mechanism for proper water control.

Unit of Measurement

 Each (No.) of ball cock fixed.

Item No.52:- Supplying Provdg. & Fixing Flat Back Large Urinal of White/ color of "Cera" or "

Hindware" incl. C.P. Brass waste coupline , waste pipe, pvc connection etc. Complete.(

size 635 x395x420 mm )

 Flat-back large urinal, vitreous china, white or approved colour, size 635 × 395 × 420 mm,

of make “Cera” or “Hindware”.

 C.P. brass waste coupline.

 PVC waste pipe and necessary connections.

 Fasteners, brackets, and sealing materials as required.

 Fix the urinal at the designated location on wall or platform.

 Connect the waste coupline and PVC pipe ensuring proper alignment and leak-proof joints.

 Ensure urinal is level, stable, and securely fixed.

 Clean and make good the surrounding area after installation.

Unit of Measurement

 Each (No.) of urinal fixed.

Item No.53:- Providing & Fixing Chromium Plated Brass Flush Cock With Lever Of "Ess

Ess" - Trend Series Or Equivalent Make Incl.Fixing In Pipe Etc.Comp.As Dir.Of

Engg.In Charge.(N.S.) (1) 25 Mm Dia.I00117

 Chromium-plated brass flush cock with lever, approved make “Ess Ess Trend Series” or

 Size: 25 mm dia.

 Brass components, corrosion-resistant, with smooth operating lever.

 Sealing washers or PTFE tape as required for leak-proof connection.

 Fix the flush cock at the designated position on the pipe or W.C. pan connection.

 Ensure correct alignment, tight and leak-proof installation.

 Check smooth operation of lever mechanism for proper flushing.

Unit of Measurement

 Each (No.) of flush cock fixed.

Item No.54:- Provdg. & fixing 600mm x 450 mm Bevelled edge mirror of superior glass mounted

of .6 mm th. A.C. sheet or plywood sheet and fixed to wooden pluge with C.P. brass screws

and washers.(SOR 2021-22 PG NO-210,23024)

 Bevelled edge mirror, superior quality glass, size 600 mm × 450 mm.

 Mounting: 0.6 mm thick A.C. sheet or plywood sheet as backing.

 C.P. brass screws and washers for fixing.

 Wooden plugs as required for secure wall fixing.

 Fix the mirror securely on the prepared backing (A.C. sheet or plywood) using C.P. brass

screws and washers into wooden plugs.

 Ensure mirror is level, plumb, and firmly fixed.

 Clean the mirror and surrounding area after installation.

Unit of Measurement

 Each (No.) of mirror fixed.

Item No.55:- Provdg. & laying S.W. Gully trap with C.I. garting brick masonry chamber & water

tight C.I. cover with frame of 300 mm x 300 mm size ( inside) with standard weight.sqare

mouth trap size 150 x100 mm P trap Bldg.s.o.r.2015-2016,it. No.24.19b Ch- 24)

 S.W. gully trap, 150 × 100 mm P-trap, approved quality.

 C.I. grating as required.

 C.I. cover with frame, 300 × 300 mm internal size, standard weight.

 Brick masonry for chamber: standard burnt clay bricks.

 Cement: OPC 43/53 grade.

 Fine sand: clean and well-graded.

 Water: potable, for mortar preparation.

 Excavate and prepare the site for the gully trap chamber.

 Construct brick masonry chamber with cement mortar, ensuring water-tightness.

 Lay the S.W. P-trap in proper alignment and connect to incoming and outgoing drains.

 Fix C.I. grating and cover with frame securely on top.

 Ensure proper level, alignment, and smooth water flow.

 Clean and make good surrounding area after installation.

Unit of Measurement

 Each (No.) of S.W. gully trap with chamber fixed.

Item No.56:- Provdg. And Fixing Cast Pvc/C.I.(Span) Nahni Trap Of The Following

Nominal Diameter Of Self Clenising Design With C.I. Scread Down Or Hinged

Gratiing Incl. Cost Of Cutting & Making, Good The Walls And Floors 100 Mm Inlet

And 50 Mm Outlet Etc.Comp.(SOR 2021-22 PG NO-207,23008))

 Nahni trap of self-cleaning design, nominal diameter: 100 mm inlet, 50 mm outlet, made of

C.I. or Cast PVC.

 C.I. screw-down or hinged grating of approved quality.

 Cement: OPC 43/53 grade.

 Fine sand: clean and well-graded.

 Water: potable, for mortar preparation.

 Excavate and prepare the area for trap installation.

 Fix the Nahni trap securely in position, connecting 100 mm inlet and 50 mm outlet to

respective drains.

 Provide and fix C.I. grating with screw-down or hinged arrangement.

 Cut, repair, and make good surrounding walls and floors as required.

 Ensure proper alignment, leak-proof joints, and smooth flow of wastewater.

Unit of Measurement

 Each (No.) of Nahni trap fixed.

Item No.57 Provdg. & fixing plastic seat & cover for wash down water closet with C.P.brass hinges

and rubber buffers.(SOR 2021-22 PG NO-209,23017 )

 Plastic seat and cover for wash-down water closet of approved quality and make.

 C.P. brass hinges for mounting.

 Rubber buffers for cushioning and noise reduction.

 Fix the plastic seat and cover securely on the W.C. pan.

 Install C.P. brass hinges and rubber buffers, ensuring smooth operation.

 Ensure the seat and cover are properly aligned, stable, and functional.

 Clean the area after installation.

Unit of Measurement

 Each (No.) of seat and cover fixed.

Item No.58 Provdg. & fixing 12.5 lit.PVC Flush tank with nece.fixtures etc.comp as per site

condition (R&B Sor 21-22 I.C NO .M216+L025)

 PVC flush tank, capacity 12.5 litres, approved make and quality.

 Necessary fixtures: inlet valve, outlet pipe, screws, and fasteners as required.

 Rubber or PVC seals/gaskets for leak-proof connections.

 Fix the flush tank securely at the designated location above the W.C. pan.

 Connect inlet and outlet pipes, ensuring leak-proof joints.

 Install all necessary fixtures as per site condition.

 Check proper operation of flush mechanism and water flow.

 Clean and make good the surrounding area after installation.

Unit of Measurement

 Each (No.) of flush tank fixed.

Item No.59 :P/F Jet Spreay at Europeon WC Pan, incl nece. lath connection, stop cock, and other

fixing material and labour as per inst. of engineer in charge(R&B Sor 21-22 I.C NO

 Jet spray of approved make and quality for European W.C. pan.

 Lath/pipe connection, stop cock, and necessary fittings.

 Screws, fasteners, and sealing material as required for installation.

 Fix the jet spray securely at the designated location near the W.C. pan.

 Connect to water supply using lath/pipe and stop cock as per instructions.

 Ensure leak-proof connections and proper operation.

 Clean and make good the surrounding area after installation.

Unit of Measurement

 Each (No.) of jet spray fixed.

Item No.60 : Construction Of Under Ground Tank With 23 Cm Th.Masonary Wall In C.M.1:6

Incl.Excavation,Necessary 23 Cm B.B.C.C.1:5:10 For Foundation And Providing

R.C.C.1:2:4 For Top & Bottom Slab Of 12 Mm Th.And 7.5 Mm Th.R.C.C.Paradi On

Face Of Internal Side Of Periphary Of The Tank Incl.Formwork T.M.T.Steel

Reinforcement As Per Given Design,Vibrating Curing & Mixing Of Approved

Water Proofing Material With Every 50 Kg.Bag Of Cement,Inside Plaster In C.M.1:3

And Vatta In C.M.1:1 Inside Tank,P&F F.R.C.Frame Cover Of Size600 X 450 Mm,Fiber

Steps Etc.Comp.As Dire.(N.S.) I00149

 Bricks: Standard burnt clay bricks for 23 cm thick masonry wall.

 Cement Mortar (C.M.):

o C.M. 1:6 for walls.

o C.M. 1:3 for internal plaster.

o C.M. 1:1 for internal vatta.

o B.B.C.C. 1:5:10 for foundation (23 cm thick).

o R.C.C. 1:2:4 for top and bottom slabs (12 mm & 7.5 mm thick).

 Reinforcement: T.M.T. steel bars as per design.

 Waterproofing Material: Approved type, mixed with cement (per 50 kg bag).

 F.R.C. Frame Cover: 600 × 450 mm.

 Fiber Steps: Approved quality.

 Water: potable for mixing mortar and concrete.

 Excavate and prepare foundation for the tank.

 Construct 23 cm thick masonry walls in C.M. 1:6.

 Provide B.B.C.C. 1:5:10 foundation and R.C.C. slabs as per design.

 Place T.M.T. reinforcement, formwork, and vibrate concrete for uniformity.

 Apply approved waterproofing material with cement as specified.

 Internal plaster in C.M. 1:3 and vatta in C.M. 1:1.

 Fix F.R.C. frame cover and fiber steps.

 Ensure proper curing, alignment, and finish as per directions.

Unit of Measurement

 Liter of underground tank constructed.

Item No.61: Providing & Fixing Polytheline Over Head Tank With Necessary Dia.Holes For

Outlet,Inlet Over Flow And Washout Necessary Washer And Checkput Etc.Comp.(N.S.)

 Polyethylene (P.E.) overhead tank, approved make and quality.

 Necessary washers, gaskets, and check nuts for connections.

 Holes for outlet, inlet, overflow, and washout as required.

 Fix the P.E. tank at the designated elevated location securely.

 Provide necessary holes for outlet, inlet, overflow, and washout as per site requirements.

 Fit washers, check nuts, and other connections to ensure leak-proof operation.

 Ensure proper leveling and stability of the tank.

 Clean and make good the surrounding area after installation.

Unit of Measurement

 Liter of P.E. overhead tank fixed.

Item No.62: Providing & Fixing Door closer-complete of Approved make to wooden / Alluminium

Doors as per direction of engg.in charge.(N.S.)

 Door closer, approved make and quality, suitable for wooden or aluminum doors.

 Necessary screws, brackets, and mounting accessories.

 Fix the door closer on the designated door as per manufacturer’s instructions and Engineer-in-

Charge direction.

 Ensure proper alignment and smooth operation of the door closer.

 Check that the door closes completely and safely without obstruction.

Unit of Measurement

 Each (No.) of door closer fixed.

Item No.63 & 64 : P & F app.quality for Conseal lock in Alu.door .as per inst of engg in charge

.etc.comp.(app.rate)

 Concealed lock, approved make and quality suitable for aluminum doors.

 Necessary screws, fasteners, and accessories as required for installation.

 Fix the concealed lock in the aluminum door as per manufacturer instructions and Engineer-in-

Charge’s directions.