Regarding the repairing work as per the requirement in various municipal building,muni.school,aaganwadi,gardens,pay& use in vejalpur ward of south west zone(Re-invite)

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,specifications

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is in the form

of a designation containing the number of the specification of the material and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the contractor

from the responsibility of replacing defective material brought on site or materials used in the work found

defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be stone

at site of work in a systematic manner. Materials shall be stored in such a manner as to prevent damage,

deterioration or intrusion of foreign matter and to-ensure the preservation of their quality and fitness for the

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of work

within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

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

levels, alignment of the works during execution shall be kept in sufficient numbers and in good working

condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over loading of

the various components of the structure during execution or after completion of the structure.

29. All necessary safety measures and precaution (including those laid down in the various relevant Indian

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of the

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent towards

testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48hours of tender submission date

and time. The tenderer who quotes the tenderwithout attaching the addendum will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department circular no.38/ Dt.21/11/022 and approval of competent authority, rate of all

the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work and all the bidders

are bound to follow the same, so the bidder must check before applying for the tender.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days (90) from

opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the

Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee, pay order,

or demand draft of Nationalized Banks and Schedule Banks only.

Contractor's Signature ADD.CE

& Stamp (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Month after the order to start the works. Progress of work should be in proportion to time

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.

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.

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 the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- ( As per

Form - B1) per day of delay shall be recovered 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 demand draft or in cash.

iv) Condition of Form - B1 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.

Contractor's Signature ADD.CE

& Stamp (South West Zone)

Approved Bank List for B.G.

As per account department (A.M.C.) circular no. 12 Dt.14/06/2021 Bank guarantee of said

work must be of Ahmedabad city branch, which mentioned as bellow.

A. Guarantee issued by following banks will be accepted as SD/EMD on permanent basis.

All nationalized Banks

B. Guarantee issued by following banks will be accepted as SD/EMD for the period up to March-

31, 2025. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee.

1. Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Special Note: The issuing branch of all bank guarantees shall of Ahmedabad and Gandhinagar City Only.

Seal and Signature of the Bidder ADD.CE

(South West Zone)

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Sr. Department Category Problem SLA Penalty

1 Engineering PublicBuilding NoWaterSupplyInAPublic 24

2 Engineering PublicBuilding PublicToiletsandUrinals- 360

RepairingofDoors,Windows, Tiles Hours

3 Engineering PublicBuilding OtherMaintenance 168

zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h, ybœtJtœ” lt ltbltu fZtJJtu.

Contractor's Signature ADD.CE

& Stamp (South West Zone)

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Contractor's Signature ADD.CE

& Stamp (South West Zone)

TenderFee:Rs.1500.00 Dateofsubmission: 05/09/26 Time:18:00Hrs.

EarnestMoney :Rs.30000.00 DateofOpening:07/09/26 Time:17:00 Hrs.

Contractor’sName& Address

AHMEDABAD MUNICIPALCORPORATION

ENGINEERINGDEPARTEMENT-SOUTH WESTZONE

NameofWork:-Regarding the repairing work as per the requirement in various

municipal building,muni.school,aaganwadi,gardens,pay & use in vejalpur ward of

south west zone

Sr.No Oty. ItemDescription Rate Unit Amt.R

Excavation for foundation up

to1.5mdepthincludingsorting out and stacking ofuseful

materials and disposingof theexcavatedstuff

upto50Meterlead.(A)Looseor soft soil (R & B S.O.R

2023-24 I.no.Item Code 04001A)

2.8608 Upto 1.5mt Depth 115.92 Cmt

1 1.5to3.0 mt.depth 158.4 Cmt

Fillingavailableexcavatedearth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding20cm.indepth consolidation each deposited

2 10 layer by ramming and watering. 129.10 Cmt

Providingandlayingcement concrete1:5:10(1- Cement:5-

coarses sand and:10-hand broken stone

aggregates40mmnominalsize) and curing

Providingandlayingcement concrete1:4:8(1- Cement: 4-

coarses and:8-hand broken stone aggregates 40mm

nominal size) and curing complete excluding

4 2 costofformworkin(A)Foundation and Plinth 2653.67 Cmt

Providing and laying cement concrete 1:3:6 (1-Cement :

3- coarse sand : 6- hand broken stone aggregates

40mmnominal size) and curing complete excluding cost

5 2 of formwork in (A) Foundation and Plinth 2976 Cmt

Providingandlayingcement concrete 1:3:6 (1- Cement:3-

coarsesand:6-crushed stone

aggregates 20mmnominalsize) and curing complete

6 2 including cost of formworkin(A)wallcaps/coping 4006.15 Cmt

Providingandlayingcement concrete work 1:2:4 ((1-

Cement:2-coarsesand:4-

gradedaggregates20mmnominalsize)curingcompleteex

7 1 cludingcostofformwork and reinforcement.

Foundations, footings, base

a 2 orcolumnsandmass concrete 3923.53 Cmt

Slabs,landing,shelves,balconies,lintels,

b 2 beams, girders 4012.47 Cmt

and cantilivers upto floor two level

c 1 Independentpiers,columns,andpillars,uptofloortwolevel 3661.3 Cmt

Provdg.&layingcementconcrete 1:2:4 (1 cement : 2 coarse

sand : 4 gradedstoneaggregates20mm nominal

size)forreinforcedconcretechhajjasnotexceeding

10cm.thicknessuptofloorstwolevel including

finishingthe exposedsurfaceswithcement mortar 1:3 (1 cement

: 3 find sand) to give a smooth and evensurface

centeringandformworkand curing complete excludingcostof

Providingandlayingcontrolled cementconcrete/ReadyMix

ConcreteofM-200andcuring complete, excludingthecost of

form work and reinforcement for reinforced concrete work in:

Foundations, footings, base ofcolumns,andmass

(A) 1 concrete. 3977.88 Cu.M.

Wallsfromtopoffoundations/leveluptofloorTwolevel.

Slabs,landing,shelves,BalconiesLintels,Beams,Girdersand

(C) 1 Cantilever upto floor 4460.36 Cu.M.

Columns,pillars,posts,andstruts,uptofloortwolevel.

Staircaseuptofloortwolevel.(excludinglanding)

Verticalandhorizontalfinsuptofloortwolevel.

ProvidingandLayingordinary cementconcrete1:2:4 (1-Cement

2-coarsesand:4-gradedstoneaggregates20 mm nominal size)

and finishing smooth with curing etc. complete including the

cost of form work but excluding thecost of

reinforsementforR.C.Cworkin (iv) Slabs having more than

cm and upto 15 cm.thickness

ProvidingandLayingordinary cementconcrete1:2:4 (1-Cement

2-coarsesand:4-gradedstoneaggregates20 mm nominal size)

and finishing smooth with curing etc. complete including the

cost of form work but excluding thecost of

reinforsementforR.C.Cworkin (iv) Slabs having more than

cm and upto 10 cm.thickness

Brickworkusingcommonburntclaybuildingbrickshaving crushing

strength not less than 35kg./Sq.Cm.in

foundationandplinthinCementMortar1:6(1-Cement

12 0 :6-finesand)

1 (A)Conventional(upto10ton) 3981.21 Cmt

1 B) Modular 4241.7 Cmt

Extra RateforbrickworkinAbove Item forsuper

structureaboveplinthlevelupto floor two level (B) Conventional

a 1 (A) Conventional 272.25 Cmt

b 1 B) Modular 262.35 Cmt

C)abovefloortwolevelItemNo.2(6.13)(A)Modular

D)abovefloortwolevelItemNo.2(6.13)(B)Conventional

Halfbrickmasonryincommonbrunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:5 ( 1-Cement:5coarsesand)in foundation and

14 5 Plinth conventionalbrickwork 583.49 Smt

Extra for half brick masonry in superstructureabove

15 5 plinthlevel upto floor two level (B) conventional 433.4 Smt

Providingformworkinordinary timberplankingsoas togivea

roughfinishincludingcentering, shuttering, struttingandpropping

etc.heightofproppingand

centeringbelowsupportingfloortocellingnotexceeding4 M&

removal of the same for in situ reinforced or plain

concretework upto floor four level

Foundation, footings, bases of columns etc. and mass

a 5 concrete. 171.68 Smt

(B) Flat surfaces such as soffits of supspened floors slabs

Landings and the like. (1) Floors etc. upto 200 mm in

b 5 thickness. 252 Smt

(B) Flat surfaces such as soffits of suspended floor roof slabs

Landings and the like. (2) Floors etc. above 200mm in

c 5 thickness. 270.9 Smt

Vertical surface such as walls (any thickness) partitions and

the like including attached buttresses & string course & the

d 5 like. 229.95 Smt

(ii) Sides And Soffits Of Beam,Haunchings Cantilevers,

Girders,BressumersAndLintelsNotExceeding1 MIn Depth.

(G) Columns PillarsPosts and struts. (1) Square Rectangular

f 5 Polygonal in plan. 297.68 Smt

g 5 (2)Circularorcurvedinplan. 422.1 Smt

(H)(2)Sidesandsoffits ofBeamsBeamHaunchingscanti-

leversGirdersBressumersandLintelsexceeding1M.inDepth.

Providingandfixing35mmthick panelled,glazedor panelledand

glazed shutters for Doors windows andclear

storywindowsincluding anodisedalluminiumButhinges

17 0 withnecessaryscrewsandindian teak wood shutters with.

a 5 (A)Plywoodsheetpanels. 3459.09 Smt

b 5 (B)Particleboardpanels 3464.51 Smt

c 2 (C)Hardboardpanels. 3433.65 Smt

d 2 (D)Asbestossheetpanels. 3406.53 Smt

Providingandfixing25mmthick shuttersforcup boardsetc.

includingblackenamelledM.S. butt hinges with necessary

screws.(A)Indianteakwood.(i)Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminiu butt hinges with necessary

a 2 screws. (A) Indian teak wood. (ii) Fully Glazed. 3006.75 Smt

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminiu butt hinges with necessary

screws. (A) Indian teak wood. (ii) Partly panelled and partl

b 2 glazed. 2814.42 Smt

ProvidingandfixingM.S.grillsof required pattern towooden

frames of windows etc. with M.S. flats at required

spacingsandframe alround, square or round bars with round

19 5 headed bolts and nuts or by screws (A) Plain Grill. 100.17 kg

Providing and fixing glazedlouvered glass

windows andventilatorswithteakwoodframe10cm.x

7cm.sizeincluding3 coatsofoilpainting to woodwork

20 1 etc.complete. 4102.54 Smt

Providingandfixingglazedlouveredglass windowsand

ventilatorswithteakwoodframe10cm.x7 cm.sizeincluding3

coats of oil painting to wood work

21 1 etc.complete.withwoodenlouvers plank 12mm thick 4332.47 Smt

Providingandfixing35mmthick shuttersforDoors, windowsand

clerestorywindowsincluding Indian teak wood frames 10 cm x

7 cm.sizeincludinganodized alluminium fixtures and fastenings

including primer coat of approved qualityand twocoats of

oilpainting etc,complete.(ii) Fully Glazed.

Providingandfixing35mmthick shuttersforDoors, windowsand

clerestorywindowsincluding Indian teak wood frames 10 cm x

7 cm. size including black enamelled ironoxidixedfixturesand

fastenings including primer coat of approvedquality andtwo

coats of oilpainting etc,complete.(ii)Fully Panelled.

Providing and fixing35mm thick shuttersfor Doors,windows

andclerestorywindowsincludingIndianteakwoodframes10 cm x

7 cm. size including anodized alluminium fixtures and

fastenings including primer coat of approved quality and two

coats of oil painting etc, complete. (iii) Partly panelled and

Providingandfixing30mmthick FACTORYMADE SOLID

PANEL PVC DOOR SHUTTER consisting of frame made out

of M.S.tubes of 19 gauge thickness and size of 19 mm x

19mmforstilesand15 mm x15mm for topand bottom

rails.M.S.frameshallhaveacoatof steelprimersof approvedmake

and manufacture, M.S. frames hall

becoveredwith5mmthickheat mouldedPVC‘C’channel ofsize

30x50mmformingstiles,and5 mmthick 75mm wide PVC sheets

for to prail, lock rail and bottom rail on either side, and 10 mm

(5 mm x2)thick,20mmwidecrossPVC

sheetasgapinsertfortoprailandbottomrail,Panellingof

5stilesandrailswith30mmwidex5mmthickPVC sheetbeadingon

eighter side, and joined together with

solventcementadhesive,.An additional 5 mm thick PVC strip

of20 mmwidth is to bestculkonthe interiorssideofthe ‘c’channel

using PVC solventcementadhesive

etc. complete as per direction ofEngineer incharge,

manufacture’sspecificationand drawing.

Providingandfixinginposition collapsiblesteelshutterswith

verticalchannels20x10x2 mm braced with flat iron diagonal

x 5mmsizewithtopandbottom rails T iron 40 x 40 x 6 mm with

38 mm dia steel pulleys complete with bolts, nuts,locking

arrangements, stoppers, handles,includinga priming coat of

red lead paint & approved make.

Providingandfixing1mmthick M.S.sheetslidingshutterswith

frameanddiagonalbracesof40x40x6 mmangleiron,3.15 mm

M.S.gusset plates at Junctions and corners25mmdia.pulley,

40x40x6mmangle andT-iron guiderailattopandbottom

respactively with handles, stoppers andlockingagangementetc,

includingapplyingaprimingcoat of red lead paint.

Providing & Fixing in position Alluminium doors with frame

usingapprovedquality anodised extruded alluminium

sectionasapprovedby Engg.in charge(Jindal

alluminium) (a) Frame sections 101.6x44.45mm(b)Shutter

bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at

1.31kg/mt)(c) Shutterbottomsectionat

114.3x44.45mmat(1.37kg/mt) Shutter middle section

at100x44.3 wt.(1.37 kg/mt) incl.providing&installing5 mmthick

approvedcolor Acrylicsheetofstandard quality fixed with

glazing chips on upper pannel & Laminated sheeton

lowerpannel(wtt.0.13kg/Rmt)etc.comp.asdirection of engg.in

Providing and fixing extruded aluminum window having

extruded aluminum Colour r Powder Coated section frame

mainoutersize127mmx38.10mmx1.35mm,@Wt.1.384

Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt

withslidingshuttersofhorizontalmembersize40mmx18mm x

1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick

transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for

Providing&Fixinginposition Alluminium vents withframe using

approved anodisedextruded alluminium

section as approved by Engg. In charge.(Jindal

alluminium)unitsequivalent ApprovedRate)Framesectionof

63.50x38.50mm.(wt.0.68Kg/Rmt) incl.Providing & Installing

5mmthickapprovedcolorAcrylic sheetof standardqualityetc.

Providingandfixingstandared extruded of alluminiumsection of

size 63 mmx38.10 mmx1.2 mm (Jindal Section:2434, or

[email protected] Kg/mt)with colouranodized

alluminiumframeforventilation with5 mmthickfrostedglassas

details etc complete for Ventilation

Providingandfixingstandaredextrudedofalluminiumsection of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour

Powder Coated alluminium frame with 5 mm thick transparent

bronze colour tinted float glass as details etc complete for Fix

Providingandlaying40mmthick marblechipsflooring rubbedand

polished (I.E.terrazo) to granolithic finish with underlayer

30mm thick cementconcrete1:2:4(1-Cement:2- coarsesand:4-

gradedstone aggregate10mmand down gauge) and to player

10 mm thick with white, black or white and blak marble cihps

of required sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-

Marblepowderbyweight)inproportion of4:7(4-Cement:7-

marblechipsby volume)(C)

MediumShadepigmentwithapprox50%whitecement

and50%ordinary cement (In top layer only) (upto 10 ton)

Providingandlayingmarblechips

skirting(Terrazo)ordedorubbed, and polished to Granolithic

finish to player6mmwhite, blackorwhite andblackmarblechipsof

size fromsmallestto4mmnominal size laid in cement marble

powder mix3:1(3-Cement:1marble powder by weight) in

proportion of 4:7 (4-cement marble powder mix: 7-marble

chips by volume) (B) Light shade pigment with white cement

(In top layer only)

Providing and laying white glazed tiles 6mm thick inflooring

treads of steps and landing laid on a bed of 12mm thick

cementmortar1:3(1-cement:3-coarsesand)finishingwith flush

Providing and layingCeramic tiles 6mmthickinflooring treadsof

steps and landing laid on a bed of 12 mm thick cement mortar

1:3 (1- cement:3-coarsesand)finishing with flush pointing in

35 5 white cement. 960.47 Sq.M.

Providing & Fixing 20 mm thick Mirror Polished Decorative

GraniteBoardwithComputerisedGoldenLetters

Discriptionasperinstructionsofengg.inchargeto

M.S.framestructurefor Inaugaration&Public Handover Function

Providing andlaying Vitrified tiles 8 to 10mm thick, 36''x36'' in

flooring treads of steps and landing laid on abedof12 mm thick

cement mortar1:3(1-cement:3-coarses and) finishing with flush

37 2 pointing inwhite cement. 1469.91 Sq.M.

Providing andlaying Vitrified tiles 8 to 10mm thick, 24''x24'' in

skrting risers of steps and dedo on 10 mm thickcement

plaster1:3(1- cement:3-coarsesand)and jointed

38 2 withwhitecementslurry 1130.15 Sqm

Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting

risers of stepsanddedoon10mmthick cementplaster1:3(1-

cement:3- coarsesand)andjointedwith white cement slurry

Providingandlaying24"x24" vitrifiedTiles8to10mmth.

DoubleChargedgloosy/Mattof Approvedmake

asapprovedbyAdl.C.E./consultantsinflooring over20

mmthickcementmortar 1:6(1cement:6coarse sand)on

newsurface&jointedwithcolour cementslurryinclwithflush

pointing & cleaning the surface etc. comp.

Providingandlaying24"x24" vitrified8to 10mm th.Double

ChargedGloosy/Matttilesof ApprovedmakeasApprovedby

Adl.C.E. / Consultants forupto

cmhighskirtingasapprovedbyEngineerinchargeover

10mm thick cement mortar 1:6 (1 cement :6coarse

sand)onnewsurface& jointedwithcolourcementslurry

inclwithflushpointing&cleaning the surface etc. comp.

ProvidingandlayingpolishedKotastoneslabflooringover

20 mm(Average) thick base of cementmortar1:6(1- cement:6-

coarsesand) or L.M.1.1.5 (1-Lime

putty:1.5-coarsesand)laidover and jointed with grey cement

slurry mixedwithpigmenttomatchthe shadeof

slabincludingrubbing and polishing etc. complete. (A) 25 mm

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse

sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and

jointedwithgraycementslurryincludingrubbingandpolishing

complete. (A) Marble slab 25mm thick

ProvidingandlayingpolishedKotastoneslabflooringover

20 mm(Average) thick base of cementmortar1:6(1- cement:6-

coarses and)orL.M.1.1.5laidoverand jointed with grey cement

slurryincluding rubbing and polishing

etc.complete.(B)30mmthick

Providing and laying polished kota stone slab 25 mm thick in

risers of steps, skirting Dedo and pillars laid on 10 mm thick

cementmortar1:3(1-Cement:3coarsesand)andjointed

withgraycementslurymixed with pigment to match the

shadeofslabincludingrubbing andpolishingetc.complete.

Providingandlayingcement concreteflooring1:2:4 (1-cement: 2-

coarsesand:4-gradedstone aggregate 20mm nominal size)

laid in one layer and finished with a

46 1 floatingcoatofneatcement.(A) 40mm thick. 297.68 Sq.M.

Providingandlayingcement concreteflooring1:2:4 (1-cement: 2-

coarsesand:4-gradedstone aggregate 20mm nominal size)

laid in one layer and finished with a

47 1 floatingcoatofneatcement.(B) 50mm thick. 348.08 Sq.M.

Providingand layingbrokenchina mosaicflooringforterraceusing

12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to

bring mortar creme outuptosurfaceusing white

cementincludingroundingoff junctionsand extendingthemup

to15cmalongthewall,clearing with waterandoxalicacid etc.as

Providingandlayingcoloured glazedtilesofthe size300mmx200

mmx8 mm/300 mmx450mmx8mmin skirting,risersof

stepsanddedoon10mm.thick cementplaster1:3(1cement:3

coarsesand)&jointed withwhite cement slurry.

Providingridgesorhips600mmoverall inplainG.I. sheetclass-3

fixedwithG.I.JorLHooksandnuts8 mmdiaG.I.Limpetand

bitumen washer complete. (1) 0.80 mm thick sheet.

Providing and fixing 150 mmwide 450 mm over all semi

circular plain G.I.sheetclass-3 gutter withIron brackets

mmx3 mm size Bolts, Nuts,washersetc.including making

necessary connection with rain water pipes. (i) 0.80 mm thick

Providingandfixingfivecourseswater profing treatmentwith

bitumenfeltconsistingofsecond and fourthcourseofblown/

bitumenor/andresidual bitumen applied hot at 1.2 kg.per

Sq.M.of areaforeach courseandfirst

coursewithfibrebasebitunen saturated under lay type land third

course with fibre base self finished felttype2grade1andfifthand

final course of stone grit 6 mm and downsizeorpeasizesgravel

spread at 0.008Cu.Metre/Sq.metre

preparationofsurfaceexcluding grading complete.

Providingandfixingonwallface C.I. Rain water pipe including

filling the joints with spun yarn soaked in

neatcementslurryandcementmortar1:2(1-Cement:2- fine sand)

53 1 (A) 75 mm dia. 283.62 Rmt

Providing15mmthickcementplaster in single coat on Rough

(Similar) side of single or half brick wallsforinterior

plasteringupto floortwolevelandfinishedeven and

54 1 smoothin(i)Cementmortar 1:3 (1-cement :3-sand) 174.83 Sqm

Providing20mmthicksandfacedcementplasteronwallsupto

height 10 metres above ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Colourwashingwithlimeonwall surface(twocoats)overand

includingaprimarycoatofwhite washingto giveanevenshade

after through brooming the surface to

removealldirt,dust,mortar drops and other foreigh matter.

Removingdryoroilbound distemperbya

washingandscrapingandsandpaperingthewall

surfacesmoothincluding necessaryrepairsto scratches

57 1 complete. 11.19 Sqm

Distempering with dry distemper of approvedbrandand

manufacture (two coats) and of required shade on wall

surfacesofgivenanevenshade,overandincluding a

primingcoatofwhitingafter thoroughlybrooming thesurface

freefrommortardroppingand other foreign matter.

Distempeing (Two coats) with oil bounddistemperof approved

brandandmanufactureandof required shade on wall surfaces

to giveanevenshade,overandincludingaprimingcoatwith

distemperprimerof approved brandandmanufactureafter

thoroughly brushingthesurface freefrommortardroppingand

otherforeignmatterandalso includingpreparingthe surface even

and sand papered smooth.

Extra Coat for Above Item over above for every

60 5 subsequent coat of approved brand and manufacture. 30.09 Sqm

Wallpainting(twocoats)with plastic emulsion paint of approved

brandandmanufactureon undecorated wallsurfacetogive an

even shade including throughly brushingthesurfacefreefrom

mortar droppings andother foreign matter and sand papered

Extra over itemfor every subsequent coat of wall

62 5 paintingwith plastic emulsion paint of approved brand 33.39 Sqm

Extraoveritem forpaintingwithplasticemulsionpaintof

62a 5 approved brand on ceilings and sloping roofs. 5.36 smt

Applyingprimingcoatovernew steel and other metel surface

after andincludingpreparingthe surface by

throughlycleaning,oil, grease,dirtandotherforeign

matterandscouredwithbrushes fine steel wood, scrapers and

sand paperwithreadymixedpriming paint brushing red lead.

Paintingtwocoats(excluding primingcoat)onnew steel and other

metal surface with enamel paint, brushing,

interiortogiveanevenshadeincludingcleaningthesurface

anevenshadeincluding cleaning the surface of all dirt, dust and

other foreign matter.

Paintingonecoats(excluding priming coat) on previously

painted steel and other metal surface with enamel

paint,brushingtogivean evenshade including cleaning the

65 1 surfaceofalldirt,dustandother foreign matter. 54.35 Sqm

66 5 Extraoveritemforeverysubsequentcoatof paint. 50.4 Sqm

Paintingtwocoats(excluding primingcoat)onnew steel and other

metal surface with synthetic enamel paint, brushingto givean

evenshade including cleaning the surfaceofalldirt,dust and

67 5 otherforeign matter. 64.66 Sqm

Paintingonecoats(excluding priming coat) on previously

printed steel and other metal surface with synthetic enamel

paint, brushing to giveanevenshadeincluding cleaning the

surface of all dirt, dust and other foreign matter.

ExtraoverAbove item foreverysubsequentcoatofpaint.

Paintingtwocoats(excludingpriming coat) on external surface

ofnew rain water, soil,waste and ventpipesand fittings with

ready mixed bituminous brushing, black, anti

corrosivetogiveaneven shade including cleaning of all dirt,

dustand other foreign matter.(75 mm dia)

Paintingtwocoats(excludingpriming coat) on external surface

ofnew rain water, soil,waste and ventpipesand fittings with

ready mixed bituminous brushing, black, anti

corrosivetogiveaneven shade including cleaning of all dirt,

dust and other foreign matter.(100 mm dia)

Painting two coats (excluding primingcoat)onnew

woodand woodbasedsurfacewithenamel paint,interior

togiveaneven shade including cleaning the

surfaceofalldirt,dustandother foreignmattersand

paperingandstopping.(a)Readymixedpaintbrushingwood

Paintingonecoats(excluding priming coat) on previously

painted woodandwoodbasedsurface with enamel paint, to give

an even shade including cleaning the of all dirt, dust and other

foreign matter.(b) Ready mixed paintbrushing priming for

ExtraoverAboveitem foreverysubsequentcoatofpaint.

Paintingtwocoats(excluding primingcoat)onnewwood and

woodbased surface withready mixed paint, brushing,oil,gloss,

semi gloss to give and even shade

includingcleaningofalldust,dirt andotherforeignmattersand

papering and stopping.

Finishingwallwithweatherproof exterioremulsionpaintonwall

surface(twocoats)togivean requiredshape evenshadeafter

thoroughly brushing the surface to remove

alldirt,andremainsofloose powdered

materials.etc complete

ApplyingtwocoatsofBirla(white cementbased)or Asian

(acryliclapy-putty)orequivalent& twocoatsof primer of approved

brand andmanufacture on new wall surface to give an even

shade includingthoroughlybrushing the

surfacefreefrommortardropping and other foreign matter and

sand papered smooth.

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.

Writingletterorfiguresonany surfacewithblack

japanpaint(stops,comas,hyphensandthe likenotto be

measured and paid forseparately)(i)Block (Letters/Figures)

(Per 10 Letter pet CM.HT)

Demolitionincludingstackingof serviceable materilas and

disposalofunserviceablematerialswithallleadandlift.(i)

80 5 R.C.C.work 1047.38 Cu.M.

Demolition of Brick work and stone masonryincluding stacking

of serviceable materil as and disposalof

unserviceablematerialswithall lead and lift.(ii) In Cement

81 5 Mortar. 544.95 Cu.M.

Dismentalingtiled ofstonefloors laid in mortar including

stacking of serviceable materil as and disposal of

82 5 unserviceablematerialswithall lead and lift. 47.25 Sqm

Dismentalingofsheetroofing includingridges,Hips,

Valleys,Guttersetc.stackingofserviceablematerilas

anddisposalof unserviceablematerialswithall lead and lift.(i)

83 1 G.I.sheet roofing. 47.25 Sqm

Dismentling steel work includingdistempering and

84 51 stacking the materials with all lead and lift. 2.42 Kg.

Dismentlingdoors,windows,ventilatorsetc.(wood orsteel)

shuttersincludingchowkhats architraves, holdfastsandother

attachmentetc.completeand stacking the material within all

lead and lift.(i) Not exceeding 3 Sq.M. in area.

Dismentlingdoors,windows, ventilatorsetc.(wood orsteel)

shuttersincludingchowkhats

architraves,holdfastsandotherattachmentetc.completeandstack

ingthematerialwithinall lead and lift.(ii) Exceeding 3 Sq.M.in

Dismentling barbed wire in fencing

includingmakingrollsandalso including dismentling fencing

posts including all earth work concrete in

baseandmakinggoodthe

disturbedgroundstackingusefulmaterialsasdirected and

disposingasdirectedand disposingofthe unserviceable

materials with all lead and lift.

DismentlingC.I.pipesG.S.W. pipesabdA.C.rain water pipes

with fittings and clamps including stacking the materials with

88 30 all lead and lift (for any dia, of pipe) 74.03 Rmt

Dismantlingsanttaryfittingslike wash basin . W.C. pan Indian

and Europe antype, flushing tank etc. including

89 30 stackingthematerials with all lead and lift 401.63 Each

Scrapingoilpaintfromsteeland othermetalsurfaceandmaking

90 30 the surface even (with Hand Scraping.) 48.83 Smt

Removingandscrapingofolddeterioratedplaster ofany

thicknessfromwall/R.C.C member

includingstackingofserviceable material and disposalof

91 5 unserviceable fromsite ofwork with all lead and lift 19.38 Smt

ProvidingandfixingM.S.fan clampsofshapeand sizeas specified

in existing R.C.C. slab including cutting chase and making

92 5 good. 168.53 Each

Cutting out cracks of roof terracetoV-section,cleaningout,

wetting, groutingwithcementandsand slurry 1:3 (1- cement 3-

93 5 sand ) 64.58 Rmt

Cuttingoutcracksroofterraceto V-Sectioncleaningout andfilling

solidlywithahotmixtureof bitumenandcleandrysand(1:1 by

94 5 weight) 75.29 Rmt

Providing&Fixinginposition Alluminium doors withframe using

approved quality anodisedextruded

alluminiumsectionas approved by Engg.in charge(Jindal

alluminium)(a)Framesections 101.6x44.45mm(b)Shutter

bottomvertical&topsection 83.5x44.45(wt.1.31 kg/mt.)(at

kg/mt) (c) Shutterbottomsection at 114.3x44.45 mm at (1.37

kg/mt) Shutter middle section at

100x44.3wt.(1.37kg/mt)incl.providing&installing5

mmthickapproved colorAcrylicsheetofstandard

qualityfixedwithglazingchipson upperpannel& Laminated sheet

on lower pannel (wtt.0.13 kg/Rmt)

etc.comp.asdirectionofengg.in charge.(N.S.) Sq.

Providing & Fixing in position Fully

Panelled/PartlyPanelledPartly Glazed/FullyGlazedAlluminium

doors withframeusingapprovedquality anodised

extruded alluminium section as approved by Engg. In

charge.(Jindal alluminium )(a) Frame sections 101.6x44.45

mmb)Shuttervertical&topsection83.5x44.45

(wt.1.31kg/mt.)(at1.31kg/mt)©Shutterbottomsection at

x44.45mm at(1.37kg/mt)Shuttermiddle section at 100x44.3 wt.

(1.37 kg/mt )incl.providing&

installing5mmthickGlassofstandaedqualityfixed/

12mmthickLaminatedsheetwithglazingchips(wt.0.13

kg/Rmt)inpanelsetc.comp.as perDetailGiven& directionof

engg.in charge.

Providing&Fixinginposition Alluminiumwindow 2/3/4track

sliding / fix type with frame using approved

anodisedextrudedalluminium sectionas approved byEngg. In

charge.(Jindal alluminium)unitsequivalent. including

P/F installing 5 mm thick clear/tintedGlassof standard quality

Providing&Fixinginposition Alluminium vents withframe using

approved anodisedextruded alluminium

section as approved by Engg. In charge.(Jindal

alluminium)unitsequivalentFramesectionof63.50x38.50

mm.(wt.0.68Kg/Rmt)incl.Providing&Installing5 mmthickGlassof

standard quality etc. comp. Sq.

ProvidingandfixingofRidgeflashingforroofpanel shallbe

madeoutof0.5mmthickpre coatedGI

sheet.ThePrecoatedsheetshallbeofminimum240mpasteelgrad

econfirmingtoIS 14246:1995andshall havezinc

coatingofminimum120gsmas per IS:277:1992,5-7microns

epoxyprimeronbothsideof the sheet and polyester top coat 15-

18 micron.ThePPGI

Sheetshallhaveplasticprotectiveguardfilmofminimum

25 microns to avoid scratchesduringtransportation. The ridge

shall be fixed to the steel membersbypoprivetorself

drilling/selfstitchingfastners@ maximum 450mm c/c along

length of capping/flashing etc complete .

Supplyingandfixingvinylflooring overthesurfacehaving 1-2mm

thicknessasperdirectedby engineer inchargeetcas completed

Providingandlaying15mmbambozawoodenflooring asper

architect'sdrawingwithallnecessarydetails asdirectedby

theprojectconsultants.Use underlay forbetterresultasper

Detailspecificationsanddirected by the project consultants.

(N.S.) Approved Rate )

Providingandfixing1.20Metre highfencingwith2.0 Metrelong

M.S. Angle posts 40 mm x 40 mm x6mmand oilpainting3coats

fixedat2.5Mt,C/c.withfive Horizontan lines and two diagonals

ofgalvanisedsteel barbedwire weighting 9.38 Kg. per

Metre, strainedand fixedtopostswith

G.I,staplesincludingfixingtheposts in ground with 0.5 M x 0.5.M

x0.5M.blockinC.C1:5:10 etc complete.

RenovationandRepairingworkin Chainlinkfencingany sizeand

also refixing work incl. febrication workwithall

materailstobepaintedonecoatofprimerand twocoatsof paint as

103 5 directed inline and level. (N.S.) 735 Rmt.

Constructingasink(chowkedi) withC.C.1:2:4,12cm.

thickoverB.B.masonryinC.M,(1:6)infrontanddwarfwall

1.0 Mt. high and 23 cm.thickcementplasterto masonry/ in

C.M.1:3) and cement concreteflooringin1:2:4:

mix5cm.dia.drain pipe etc.complete.

Constructing a cooking platform

cm.widthand70cmhighresting on B.B. Masonry walls 23 cm.

thick inC.M.(1:6)with(i)FixingorprecastR.C.C.1:2:4)8cm.thick

slab with marble chips set in C.M. (1:6)(6mmthick terrazo)with

plasteringonexposedfaceswalls in C.M.(1:4) etc complete.

ExtrarateforusingReadyMix Concreteofanygrade forbelow

groundleveltoverticaluptoany floor with delivery & suction Pipe

& Pump etc. Therate includesfule, pump operator, skilled

labor, driver etc completed and as per direction of engineer in

P/ATremixwithdewartering machineandfloater machineon

constructedCCworkforfinishing thesurface asperrequirement.

The rate including all machinaries,labor, loading,

unloading, transportaionetc completeasper

directiongivenbyengineerincharge.

Carrying out timber treatment to all wood work includingdrilling

holes and spraying oil based chemical solution on surface of

timber work for termite control including labor and

materialetc.complete.UsingChlorpyriphos20ECasper6313

2013PartIII(1%concentrationbymass)isrecommendedone litre

chemical emulsion diluted with 19 liters of kerosene. Total

diluted concentration will be 20 liters inclusive of 1 liter

chemical emulsion application in drilled holes and 0.75 / Litre

chemical per one Sqmt two coat on wood surface not

protected by paint or varnish.

Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical

diluted with5litersof water application 0.5 litre chemical /Sqm of

surfaceisrecommendedasperI.S.

Carring out plinth treatment to post construction / existing

structure by sprayingchemicalsolutionfor termite

controltreatmentincluding labourandmaterialconsist ment

withI.S.specification.Using Chlordeneand Chiorpurfiles20

EC.AsPer6131_paret-II Consentration Weight on percentis

recommendedi.eonelitre 20 EC chemicalemulsionwith19liter

give 1% concrentration inclusive of onelitrechemicalemulsion

appicationattherateof5Litre chemical/Sqmof surfaceis

recommended as per I.S

Carrying out wall treatment for termite control including

spraying with chemical solution in oil base including labourand

material Using Chlorpyriphos 20 ECAs per IS 6313 part -II (1%

concentration by mass) is recommended i.e one litre chemical

emulsion diluted with 19 liter oil base. Total solution will be

litersinclusive of one liter chemical emulsion application at the

rate of 7.5 litre chemical / Sqm of surface is recommended as

Providingerectingandfixing doublecoatedSyntexor

equivalentPVC.(ISI) watertankofrequiredcapacity

eachwithallnecessaryfittingsandconnection etc.

112 5 completeon terrace. 3.91 Litre

Providing and fixing to wall, ceiling

andfloorgalvanisedMildsteel tubes(Mediumgrade)ofthe

following nominal bore, tube fitting and clamps including

113 5 making good the wall ceiling and floor.

5 (A)15mm 244.13 Rmt

5 (B)20mm 297.25 Rmt

5 (C)25mm 393.93 Rmt

5 (D)32mm 491.51 Rmt

5 (E)40mm 596.73 Rmt

5 (F)50mm 779.6 Rmt

Providingandlayingintrenches galvanisedmildsteel tubes

(Midiumgrade)ofthefollowing nominalbore, andtubefitting

(Earthworkintrenchestobe measured and paid for separately)

5 (A)15mm 150.91 Rmt

5 (B)20mm 190.97 Rmt

5 (C)25mm 279.39 Rmt

5 (D)40mm 421.12 Rmt

5 (E)65mm 716.66 Rmt

5 (H)80mm 910.69 Rmt

Makingconnectionofgalvanised Mildsteeldistribution branch

with galvanised mild steel main 50 mm to80mm

nominalboreby providingandfixingteeincluding

115 5 cuttingandthreadingthepipes complete. 600.08 Each

Providing and fixing to wall ceiling andfloor6.0Kg.F/Cm2

working pressurepoluthenepipesofthe followingout side Dia.

Low densidy, complete with special falnge

compressiontypefittings,wallclipsetc.including making good the

wall ceiling and floor.

5 (A)20mm 78.12 Rmt

5 (B)25mm 100.49 Rmt

Providing and fixing to wall ceiling andfloor10.0Kg.F/Cm2

working pressurepolythenepipesofthe followingout side Dia.

Low densidy, complete with special falnge

compressiontypefittings, wallclipsetc.includingmaking good the

wall ceiling and floor.

5 (C)32mm 116.4 Rmt

5 (D)40mm 124.43 Rmt

5 (E)50mm 165.38 Rmt

5 (F)75mm 274.68 Rmt

Providingandfixingcastiron (Spun)Nahnitrap of

thefollowingnominaldiameterofselfcleaningdesignwith

C.I.screaeddownor hignedgratingincludingcostof cutting and

making good the walls and floor 100 mm inlet and 50 mm

outlet.(C)100mm dia.

Providingandfixingwaterclosetsquatting Pan

(IndiantypeW.C.Pan) size 580 mm (Earthwork, bed concrete,

foot rest and trap to be measured and paid for

separately)(A)VitreousChina.(I)Long pattern = Whitecolour

Provdg.&fixingwallmountedWhite/Color VitreousChina

Europeanwaterclosetwith integral Ptrapof"Cera"-Clair

Seriesorequivalentincl.seat

cover,ChairBracketetc.completeasperdirectionofengg.In

Providingandfixingwshdown watercloset(Europe antype,

W.C.Pan) with integral P or S trap including jointing the trap

withsoil pipeinCementMortar1:1(1- Cement:1-

finesand)(Sealand cover to be measured and

paidforseparately)(A)vitreousChinaPattern :(i)inwhite colour

Provdg. &Fixing Flat Back Large Urinal of White/ colour of

"Cera" or " Hindware" incl. C.P. Brass waste coupline,

wastepipe,pvcconnection etc. Complete.( size 635x395x420

Providing & Fixing Angle cock of " EssEss"-Trend seriesor

equivalentstandardmakeas approvedby engg.inchargeall

123 5 complete. (N.S.) 675 No.

Providingandfixing100mmsizePorStrapfor

waterclosetsquattingpanincludingjointingthe trapwith

thepanandsoilpipeincementMortar1:1(1-Cement:1- Fine

124 5 sand)(A) Vitreous China. 311.85 Each

Providingandfixingwashbasin withsingleholeforpillar tap with

C.I.or M.S. brackets painted white including sutting

holesandmakinggoodthesamebutexcluding fittings.

(A) Vitreous China: (ii) Flat Back wash basin 550 mm x v

mm size.(i) In white colour.

ProvidingandfixingKitchensink with C.I. or M.S. brackets,

painted whiteincludingcuttingholesin wallsand

makinggoodthesame butexcludingfittings.©Vitreous China

126 5 Sink. (i) 600 mm x 450 mmx 150 mm size 2257.69 Each

Providing and fixing 600 mm x 450 mmbevellededge mirrrorof

superiorglassmountedon6mm thick

A.C.sheetorplywoodsheetandfixingtowoodenplugewith

127 5 C.P.brassscrewsandwashers. 825.48 Each

Providingandfixingchromiumplatedbrasshalftrunflushcock of

approved quality including fixing in pipe line etc. complete.

Provdg.&fixingWhite/Color Vitreous china Counter wash basin

withsignleholeforpillartapof "Cera"- Concordseriesof550 x425

mm size to be fiited in stone counterwithnecessarybrackets

paintedwhiteincl.cuttingholes andmakinggoodthesame.Cost

IncludesP/FC.P.brasswaste coupline, 32 mm diafisher union

,15 mmdia.Pillarcock&Angle cock of " Ess Ess"- Trend

series,32mmdia.Wastepipeetc.completeasper dir.ofengg.in

Providing and fixing washbasin with single holefor pillar tap

withC.I.orM.S.bracketspaintedwhiteincludingsuttingholes and

making goodthe same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In

Providing&FixingS.S.304Grade SinkofNirali/Krishnaor

EquivalentMakeforKitchen Platformof size:24":x18"asper

131 5 Direction of engg. In charge 4,650.00 No.

Providing and fixing C.P. brass towel rail comlete with

C.P.brass bracketsfixedtowoodenplugs

132 5 withC.P.brassscews.(B)600mm x 20mm size. 597.22 Each

Providingandfixing600mmx120mmglassshelfwith

C.P. brassbracket and guard rail completemixed to

133 5 woodenplugwithC.P.brass screws. 561.03 Each

134 5 Providingandfixingtoiletpaperholder.(A)C.P.Brass 414.53 Each

Providingandfixingscrewdownbibtapsoffollowingsize.

135 5 (A)Brass screw down bib tap polished bright.

5 (i)15mmdia. 184.98 Each

5 (ii)20mm dia. 212.68 Each

Providingandfixingscrewdownbibtapsoffollowingsize.

136 5 (B)BrasschromiumplatedscrewsdownBibTap.

5 (i)15mmdia. 184.98 Each

5 (ii)20mm dia. 212.68 Each

Providingandfixingscrewdownbibtapsoffollowing size.©Gun

137 5 metal screw down bib tap.

5 (i)15mmdia. 157.29 Each

5 (ii)20mm dia. 176.09 Each

Providing and fixing pillar tap, capstanhead,screw

138 5 downhigh pressurewithscrews,shanks and back nuts.

5 (i)15mmdia. 305.67 Each

5 (ii)20mm dia. 351.18 Each

Providing and fixing Gun metal checkornon-return

139 5 fullwaywheel valve.

5 (i)15mmdia. 184.98 Each

5 (ii)20mm dia. 201.8 Each

5 (III)25MMDIA 416.47 Each

5 (E)40mmdia 656.86 Each

Providingandfixingchromium plated brass half trun flush cock

of approved quality including fixing in pipe line etc. complete.

5 (i)20mmdia. 252.26 Each

5 (ii)25mm dia. 261.16 Each

5 (iii)32mmdia. 273.03 Each

ProvidingandfixingUrinalor approvedquality including

conecting the Urinalwith waste pipe , tap

etc.complete.(A)White earthenwareflatbackorcorner

141 15 typesize430mmx260mmx 350mm. 1026.01 Each

ProvidingandfixingUrinalof approvedquality including

connectionwithtrapandwith

integrallongitudinalflushpipe.(A)Squatingplatepattern white

142 15 earthen ware 550mm x 300mm. 1535.63 Each

Providing and fixing chromium plated,bottletrapwith

143 15 necessary couplingsofapprovedqualityfor wash basin. 292.87 Each

Providing and fixing ball cock ofapproved quality as

144 10 directed.(A) Copper Metal (i) 25mm dia. 131.57 Each

Providingandfixingballcock ofapprovedqualityas

145 10 directed.(B)Abonite (i) 25mm dia. 101.89 Each

FillingwithgoodQualitythoras and where directed

by theArchitect/Engineer-in-charge,insunkinlayersof

15cm.thickness,including watering, ramming welletc.

complete,asdirectedbytheArchitect/Engineer-in-charge.

Providinglayingandjointingintruelineandlevel15mmdia.

U.P.V.C. Pipe (SCH-40) forcoldwaterincludingfittings make

PRINCE/SUPREME/ASTRAL/ FINOLEXor

equivalentasapprovedby Engineer InCharge.Pipe shall be

fixedonthewallwiththehelpof clampatevery twometreC/Cor

shallbeconcelledasdirected includingnecessaryfittingsetc.

including testing of pipe and joints and fixing the same with

solvent,includingcost ofall materials.adhesive

Providinglayingandjointingintruelineandlevel25mmdia.

U.P.V.C.Pipe(SCH-40)forcoldwaterincludingfittings

makePRINCE/SUPREME/ASTRAL/FINOLEXorequivalent

asapprovedby Engineer In Charge. Pipe shall be fixed

onthewallwiththehelpof clampateverytwometre C/Cor

shallbeconcelledasdirected includingnecessaryfittingsetc.

including testing of pipe and jointsand fixing the same with

adhesive solvent,includingcost ofall materials.

Providinglayingandjointingintruelineandlevel32mmdia.

U.P.V.C.Pipe(SCH-40)forcoldwaterincluding

fittingsmakePRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalentasapprovedby Engineer InCharge.Pipe shall be

fixedonthewallwiththehelpof clampatevery twometreC/Cor

shallbeconcelledasdirected includingnecessaryfittingsetc.

including testing of pipe and jointsand fixingthesamewith

adhesivesolvent, includingcostofall materials.

Providinglayingandjointingintruelineandlevel40mmdia.

U.P.V.C.Pipe(SCH-40)forcoldwaterincluding

fittingsmakePRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalentasapprovedby Engineer InCharge.Pipe shall be

fixedonthewallwiththehelpof clampatevery twometreC/Cor

shallbeconcelledasdirected includingnecessaryfittingsetc.

including testing of pipe and jointsand fixingthesamewith

adhesivesolvent, includingcostofall materials.

Providinglayingandjointingintruelineandlevel50mmdia.

U.P.V.C.Pipe(SCH-40)forcoldwaterincluding

fittingsmakePRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalentasapprovedby Engineer InCharge.Pipe shall be

fixedonthewallwiththehelpof clampatevery twometreC/Cor

shallbeconcelledasdirected includingnecessaryfittingsetc.

including testing of pipe and jointsand fixing thesame with

adhesivesolvent, includingcostofall materials.

Providinginlinelevelplumb, fabricatingandfixing threerow

horizontal barbed wire fencing and punchedtape

concertinacoilof9 turnspermeterof610mmdia fixed withclips

ontop of the angle ironposts.Thepunched tape concertina coil

having sharp barbs atevery25mm spacingshallbe 0.5 mm thick

and 19 mm width and weighting 13 kg/100 mt. (Average) as

per manufacture's specification. Therateshallalsoinclude

providing andfixing1.20mt.total long MS angle 40 x 40 x 6 mm

@3.00mt.c/cspacingembadedin RCC column, angle posts

shall be painted with one coats of red oxide andtwo

coatsofenamelpaintof approved quality at top compound wall.

Fixing sun film for protection sunlight in black or any colour as

152 10 as directd by engineer In Charge.(Market rate) 850 Smt

Providing&Fixing3mmthick F.R.P.sheetof Approved Quality &

Color / Pattern as per Consultant's designalso

includesrequired fabricationstructureinthegridof 2'-0x2'-

0sizeusinghollow pipe of16gauge&size2"x1"&

1"x1",G.I.&BitumenWashers,Silicon

pasteapplicationforfixingthe sheet . Rate also

includesnecessary bending, cutting,laborcharges

,ZincPrimercoat & Two coats of oil painting ofcolor

asapprovedbyconsultants& making good the wall. (N.S.)

Providing2mmthickF.R.P.Gutterwith necessary M.S.

154 10 Supporting Brackets. (N.S.) 400 Rmt

Hiring charges for J.C.B.machine inclduing cost of fuel,

operator, dirveretc..(12hourssift day/night) (N.S.)

Toprovidetractorwithhydraulic trolley, driver, 4 Nos. of Labor

with all tools like bucket drum, showels, trikam,pavadas,

etc,, to carryout different works during

monsoonfor12Hrs.Shift.Work shallbecarriedoutas perthe

instrucitons of Engineer In-Charge.No extra charged shall be

paid for night shift.

RollerBlindProvidingandfixing RollerBlindcurtain fixedon

windowlevelonwoodenbatten andcurtain liftwithcottonthin

rope,makeofaerolaxor equivalentdesignandcolouras

perinstructionby engineer – in – Charge with necessary

hardware fitting, materialandlabouretc complete.

Providing & Fixing Door closer - complete of Approved maketo

wooden / Aluminium Doors as per direction of engg. In charge.

ProvidingandfixiingM.S.Fanclampstype1of16mmdia

M.S. bar bent to shape with hooked ends of R.C.C. slabs

during laying incl. painting the exposed protion of loops, all as

159 10 per standard design complete. 124.74 No.

Providing cement vata (10cm. x 10 cm. size) quarter round in

cement mortar 1:1 including neat cement finishing, watering

160 10 etc. complete. 23.45 Rmt

161 10 MakingWaterconnectionfrom exi.Muni.Waterline(N.S.) 250 No.

Providingandapplyingfibere reinforcedcementitious

microconcreteworkincellingsandbeams incl.mixture of

CEMSCREED HM (F) fair mate companymaterial,FBRbonding

agentmaterialwithwaterin suItable proportion anti corrosive

treatment on exposed beam,celling

steelbarswithsafeCoreRincl.allkind of labour

etc.comp.including threecoatofwhite wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable and

switch board of approved brand and make etc.comp.as

163 1 directed. 6,800.00 Set

.Providing TMT Bar FE 415 reinforcement for R.C.C. work

163 including bending, binding and placing in position complete up

a 10 to floor two level 66.59 Kg.

ProvidingTMTBarFE500/500Dreinforcement for

R.C.C.workincluding bending,binding and placing in position

complete upto floor two level placing in position completeupto

floor two level placing in position complete upto floor two level

Providing and fixing 30mm thick solid both side prelam PVC

door shutter (sintex door-equivalent) with necessary

164 10 alluminium fitting with EL-7 section frame 2,867.00 Smt

Conveyance charge of Earth,Lime, Murrum, building rubbish

earch manure or sludge and excavated rock and fly

165 10 ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.) 235.51 Cu.M.

Providing and laying polished granite stone slab 18 mm thickin

risers of steps, dedo and pllars laid on 10 mm thick cement

mortar 1:3 (1 cement:3 coarse sand) and jointed with gray

166 10 cement slurry including rubbing & polishing etc.complete. 2,690.00 Smt

Wall panelling with 12 mm MDFfixedtoexistingalluminium

framing andmakinggroveasperdesign and finished with royal

plastic paint as per instruction of engineer incharge. (N.S.)

Providingandlaying15mmbambozawoodenflooring asper

architect'sdrawingwithallnecessarydetails asdirectedby

theprojectconsultants.Use underlay forbetterresultasper

Detailspecificationsanddirected by the project consultants.

(N.S.) (Approved Rate )

ApplyingtwocoatsofBirla(whitecementbased) orAsian

(acryliclapy-putty) or equivalent & two coats of primer of

approved brandandmanufacture onnew wall surface to give an

even shade includingthoroughlybrushing the surface free from

mortar dropping

Finishing wall with weather proof exterior emulsion paint on

wallsurface(twocoats)togiveanrequiredshapeevenshade after

thoroughly brushing the surface to remove all dirt, and remains

170 50 of loose powdered materials.etc complete 113.4 Sq.M.

Providing and fixing flush door shutters, solid coreconstruction

with frame of first class hardwood with cross

boardandfaceveneer orplywoodfacepanels,withboth

side1mmlaminatefinishing includinganodized aluminumbutt

hingeswithnecessaryscrews.

Decorativetypeandpinewoodcoreanodizedminimum

3no150 mmlongaluminumbutthingesin flushdoor

shutterswith2noof brassholdfast325mmlong1no brass tower

bolt 250 mm longand two no of 150 mm long brassdoorhandle

. Decorative both side laminated

Flush door35 mm thick. withframeof10cmx7cmt Indian

teakwood frameincluding allnecessaryfitting fixtures

hardwarescrewandadhesiveetc fixinguptoall

leadandliftheightup to45 mtrfromGLetccomplete as

perdirectionofengineerin charge

P/M/F chainlink jali 8'x4' size as per details sketch &

instructionof engineer in charge same as lal darwaja garden

pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht.

fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain link

jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle

frame 8'x4' size with MS flat of size 25x3 mm welded jali

etc.comp.The jali is to be welded to MS pipe with MS flat as

instruction given.The M.Spipe and the M.S angleframeare to

be painted one coat of primer and two coats of paint as

directed in line and level. (N.S)

Providing&Fixingmasonarywallwithporbandarlachiyastone with

well dressed grooveas per directed by engg.in charge for

foundation, plinth or super structure level (above plinth level

upto floor two level) in cement mortar 1:5 (1-cement : 5-fine

sand)incl.pointingthejointwithwhitecementandyellowoxide

powder in proportion to match stone colour the joints shouldbe

thread grooved as per exi. lake stone pitching apperance

(A)stonemasonarywall/stonedressedsinglefaced(size 15"x8"x9")

50 (B)stonecoping(size 15"x8"x4") 510 Rmt

50 (C)stonecoping(size15"x8"x9") 790 Rmt

50 (D)stonecolumn(size15"x15") 10,710.00 Cmt

50 (E)stonecolumntop(size20"x20"x9") 685 No.

Supplyingandfixingof300mm-L x 15 mm-B x 380 mm-H

KerbblockforFootpathin M-20grade using20 mmnominal size

blacktrapaggregate of Sevaliya/Timbaor equivalentquality

for pre-cast blocks,

reasonablyexposed finish/ formwork,mouldwithwell

equippedwithvibratorysystemfor kerbstones ofapproveddesign

includingcuring,etc.complete, includingthecostofformworketc.

complete.Therateshallalso

includenecessarycuttingofasphalt,fixing theKerbstonesin

lineandlevelon5cmthicksand bedding

withnecessary equipmentsand

materials.The rateshallalsoincludetheflush pointing in CM (1:3)

for all joints of thekerbstones.Filling of zari alone the

sidesofthekerbstonefixedwith Bituminous concrete

Bituminousconcrete/C.C.mixed inproper position to flush

withthe roadsurfaceasdirectedby

Engineerinchangetoformaportablemixture.a) Laying on 5 cm

thick Sand Bedding

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 20 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

usingrubbermould,Rateprovidingandlayingpaverblocksas per

required grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks shall be

executed in line 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 thicksand

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with cross

board and face veneer or ply wood face panels, including

anodised alluminium butt hinges with necessary screws. (B)

Non- decorative type and block board core anodised

alluminium butt hinges in flush door shutters (2) 35 mm thick.

Labour work for fixing any kind of paving with cement pointing

in CM 1:2, including watering, ramming etc comp. as dir.For

I)LayingonSandbeddingasperrequirementtofixtheC.C.Block /

177 50 Nibhada Stone in Line & Level 78 Smt

Box type metal lettersforming composite boxmade from 1mm

thick stainless steel plate of grade 304 having brush finish of

following font size to be fixed at Main Gate in english and or

Gujrati and including fixing charges approved before fixing by

clent / consultant.

A 5 400mmhigh 1,000.00 Nos.

B 5 300mmhigh 750 Nos.

C 5 230mmhigh 565 Nos.

Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special sections,

power pressed from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive) as per IS :277

and consisting of angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash fastener

mm dia x 50mm long with 6mm dia bolts, other flange of cleat

fixed to the angle hangers of 25x10x0.50 mm of required

lengthwithnuts&boltsofrequiredsizeandotherendofangle hanger

fixed with intermediate G.I. channels 45x15x0.9 mm running at

the spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm, at

mmcentre to centre,shallbefixedina directionperpendicular

toG.I.intermediatechannelwithconnectingclipsmadeoutof

2.64 mm dia x 230 mm long G.I. wire at every junction,

including fixing perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the perimeter of

ceiling fixed to wall/partition with the help of rawl plugs at

mm centre, with 25mm long dry wall screws @ 230 mm

interval,includingfixingofgypsumboardtoceilingsectionand

perimeterchannel withthehelpofdrywallscrewsofsize3.5x

mm at 230 mm c/c, including jointing and finishing to aflush

finish of tapered and square edges of the board with

recomme-nded jointing compound , jointing tapes , finishing

with jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable for board,

all as per manufacturer’s specification and also including the

cost of making openings for light fittings, grills, diffusers,

cutouts made with frame of perimeter channels suitably fixed,

allcompleteasperdrawings,specificationanddirectionofthe

179 50 EngineerinChargebutexcludingthecostof painting. 850 Smt

Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow)

350 x 500 x 50 mm, Size per color End Cape 350 MM x

MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID

PATTERNFOR GRIPCOLOUR :- YELLOW &BLACKBODY

MATERIAL:- MODIFIED THERMOPLASTICS (Polymer

Rubberized)•ECOFRIENDLYRECYCLERUBBER

Packing:- 4 pcs/ woven Bag Load Capacity :- 20 MT Fitting (

Fixing on TRAKE) :-4 holes & END CAPE :- 2 HOLE HEX

Bolts with WasherEpoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing and fixing of Roller blind curtain/blackout. The fabric

shall be woven from formulated platisol extruded over a

polyaster yarn.The fabric shouldl be weaved to provide subtle

view of the side of the blind and should offer elimination of

glareand sunlightradiance upto a minimum of 80%.The fabric

shall be flame retardant.

Providing and fixing PVC/Gpsysum plaincolourfalseceiling

withgrid typewithaluminiumframefrom gypsteel,fastners ,props,

Finishing asperarchitecturaldrawing allowing openings

for A.C. Diffusers,

Light/ElectricalPoints etc –complete, Prior to fixing on

frame.(Brand:Anutoneor equivalent ) (N.S.) or as directd by

engineer In Charge.

Provdg. & laying S.W. Gully trap with brick masonry chamber

& water tight G.T.Stone including fixing of covervSquaremouth

183 35 trap 100 mm x100 mm size P-Trap 1,263.15 No.

Providing cement vata (10cmx10cmsize) quarter roundin

cement mortar 1:1 including neat cement finishing, waterin

184 38 getc. complete. 23.45 Rmt.

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

185 35 complete.(A) 100mm dia. 211.05 Rmt.

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

186 35 complete.(B) 150mm dia. 288.23 Rmt.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

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

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover23Kg.)andWt.offrame15Kg.)(R.C.C.topslabewith 1:2:4

mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth

withafloatingcoatofneatcementonwallsandbedconcrete etc.

complete.(i)Inside dimensions 500mm x 700 mm and 450mm

deep for pipe line with one or two inlets.

Providing, supplying and fixing precast C.C. blocks (M-20)

edgekerbhavingsize of75x300x300mmdepthandasper 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.

Constructing a cooking Sandwich platform 60 cm. width and70

cm high resting on B.B.Masonry walls 23 cm.thick in C.M.(1:6)

with (ii) Fixing black Granitee 30mm thick laid on

precastR.C.C.(1:2:4)slabwithplasteringonexposedfacesof wall

in C.M. (1:4) etc complete

Providing and fixing hard drawn steel wire fabric 75mm x

25mm mesh or weight not less than 7.75 kg. per Sq.M. to

window frames etc. including60 x 20mm beading of teakwood.

Providing & fixing 15 cm wide chicken mesh jali with nails &

then application of 15 mm plaster on R.C.C.& masonary joints

192 20 as per dir.of engg.in charge 35 Rmt.

Providing and laying cement concrete flooring 1:2:4 (1-

cement : 2-coarse sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished with a floating

193 50 coat ofneat cement. (A) 50mm thick. 348.08 Smt.

Providing and constructing, Underground (U/G) water tank

ofspecifiedcapacity,onspecifiedlocation,foralldepths,in

controlled CC of M-200 grade with bottom slab, top slab

and RCC walls, including cost of form work and

reinforcement,with inside and outside plaster in CM 1 :3

and water proofing treatment as per IWP

specification,including injection, grouting, etc. complete.

Therateincludesforprovidingandfixingtwonos.0.6m.x

0.6 m. size medium duty CI manhole cover/s at top,

including wash out pipe line and inlet and outlet

connections etc. complete.

Providing and fixing PVC Printed pain colour false ceiling

with grid type with alluminium frame consisting of 600mm

x600mm3mmthickplainPVCsheetused aspanel insert in a

frame work made using anodized alluminium T section of

size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square

pattern of grid sizesof 2x 2 (600 x600mm)The alluminium

frameworkissupportedfromthecceilingwiththehelpof

G.I. hook and G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame work is

supported onside wallwiththeuseof alluminiumLsection of

size 1 x1 (25 x 25mm) angles etc. complete as per direction

of Engineer in charge. Manufactures specification and

Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other, or

for any other work as directed by Engineer In charge. The

196 50 Rate includes Handcart with Mazdoor 551 No

A 100 Mukadam/supervisior/karigar 425 No

B 100 Fitter/Plumber/Mason 697 No

C 100 WELDER/GascutteratDay/night 689 No

Supplting of welding machine / gas cutter including cost of

welding rods/gas, Transportation, including carting from

D 66 site to work place. 1500 No

E 55 MazdooratDayFemale 450 No's

E 70 MazdooratDayMale 493 No's

Supplying electric breaker machine for RCC slab or asphalt

demolishing work on site by using operator, fuel, power

supply etc.complete as directed. (no payment should be

allowed for non working condition of machinery and for

pipe line excavation and M.H. work. Allowed only for break

down work) (Based on Previously approved rate by CE sir )

Providingandfixingconcealedcenterpointtowallceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

Nominal bore tube fittings and clamps including making

198 good the wall, ceiling and floor etc. complete.

A 52 15MMDIA 165.21 Rmt

B 51 20MMDIA 202.97 Rmt

C 50 25MMDIA 247.25 Rmt

D 50 32MMDIA 330.36 Rmt

E 50 40MMDIA 437.66 Rmt

199 50 50MMDIA 647.3 Rmt

Supplying and fixing C.I. cover 300mm x 300mm without

frame for Gulley trap (Standard pattern) te weight of cover

200 30 to be not less 4.53 Kg.) 491.8 Each

Providingandfixingtowallceilingand floor

10.0Kg.F/Cm2workingpressurepolythenepipesof the

followingoutsideDia.Low densidy,complete withspecial

falngecompressiontypefittings,

wallclipsetc.includingmaking good the wall ceiling andfloor.

%ABOVEOr%BELOW(inwordsalso)

CONTRACTOR'SSIGNATURE

Seal and Signature of the Bidder ADD.CE (South West Zone)

AHMEDABADMUNICIPALCORPORATION

ENGINEERINGDEPARTMENT

GENERAL CONDITION

1. ContractorshallproducetherelevantregistrationcertificateofAMC/StateGovt/CentralGovt.

2. Contractorshallregistertheworktolabourcommissionerasperlabouract.

3. Contractorshallnotsub-letthework withoutpermissionoftheauthority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different

sites simultaneously. Contractor's having labour force available during festivals shall only apply.

Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

workdone after time limit, maximum up to 10% for remaining value of work.

6. Advancepayment/machineryadvancewillnotbepaid.

7. Paymentofrunningbillwillbemade asperrecentA.M.C.policyin force.

8. Noextrapaymentwillbemadeduetoincreaseofcentral/stateGovt.Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then contractor

shall not claim for any extra rate for non execution of such item, partly/fully.

11. Inthespecifications,"asdirected"/"Approved"shallbetakentomean,"asdirected"/approved"bythe

Engineer-in-charge.

12. WhereverareferencetoanyIndianStandardappearsinthespecifications,itshallbetakentomeanas a

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific

mention of a particular point or aspect, the provisions on these particular points, or aspects in the

relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the

following limits:

(i) Length,widthanddepth(height) ------- --0.01Meter.(RMT)

(ii) Areas -- --0.01Sq.Mt.(SMT)

(iii) CubicContents -------0.01Cu.Mt. (CMT)

17. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be

taken as final.

16. Wherenoleadisspecified,itshallmean"allleads"

17. Liftshallbemeasuredfromplinthlevel.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

shallbedeemedtobeincludedtherein.

19. Reference to specificationsofmaterials as made in the detailed specification of the itemsof work is in

the form ofadesignationcontainingthenumberofthespecificationofthematerialandprefix'M'e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the

contractor from the responsibility of replacing defective material brought on site or materials used in

the work found defective at a later date.

21. Thecontractrateof theitemofworkshallbefortheworkcompletedinall respects.

22. Nocollectionofmaterialsshallbemadebeforeitisgotapprovedfrom theEngineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall

be stone at site of work in a systematic manner. Materials shall be stored in such a manner as to

prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their

quality and fitness for the work.

24. Materials,ifandwhenrejectedby theEngineer-in-charge,shallbeimmediatelyremovedfrom thesite of

work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbersand

in good working condition on the site of the work.

26. Allworksshallbecarriedoutinworkmanlikemannersperthebesttechniquesfortheparticular item.

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

checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers and

in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over

loading of the various components of the structure during execution or after completion of the

29. All necessary safety measures andprecaution (including those laiddown in the various relevant Indian

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as alsoof

the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent

towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum will

32. AsperCityEngineer’scircularno.-6/2011-12Dt.24.6.2011allterms&conditionswillbe applied.

33. Contractorhasto followPlanningDepartmentCircularNo10Dt.07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/022 and approval of competent

authority,rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work and all

the bidders are bound to follow the same, so the bidder must check before applying for the tender.

INSTRUCTIONTOTENDERERS

TENDER VALIDITY PERIOD:

The tender shallbe kept validfor acceptance for a period of One HundredTwenty Calendar days (120)

from opening of price bids.

SECURITYDEPOSIT

Within10daysofreceiptofAcceptancefromtheCorporation,thesuccessfultendershallfurnishto the

Corporation Security Deposit of5% (Five percent) ofthe contract price Cheque or Bank Guarantee, pay

order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'SSIGNATURE Add.CITYENGINEER

&STAMP (South WestZone)

AHMEDABADMUNICIPALCORPORATION

SectionI–INSTRUCTIONSTOBIDDERS(ITB)

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for

the construction of works (as defined in these documents, hereinafter referred to as "the Works")

Detailedinthe tablegivenin the ITB.

1.2 TheWorks consistof:

a)“TENDERDOCUMENTFOR:Regarding the repairing work as per the requirement in various municipal

building,muni.school,aaganwadi,gardens,pay & use in vejalpur ward of south west zone(Re-invite)

1.3 TheworksunderthisContractshallbecarriedoutinaccordancewiththebiddingdocumentsconstituting the

contract and shall consist of various salient items as generally described below:

1.3.1 RoadWorks

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all necessary

labor with instruments and appliances;

C) Wideningandstrengthening/reconstructionoftheexistingcarriagewayincluding raising;

D) Anyotheritemofworkasmayberequiredtobecarriedoutforcompletingtheroadworksin all respects in

accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 Thisinvitationforbidsisopentobidderswhohasnecessarybidcapacityandwhomeetthefollowing requirements:

Abiddershallnotbeunderadeclarationofineligibilityforcorruptorfraudulentpractice.

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If contractor is

not registered with AMC in the relevant class, on award of contract he shall be required to register himself

with AMC within 3 month's time Bidders shall provide such evidence of their continued eligibility satisfactory

to the Employer, as the Employer shall reasonably request.

3. EligibleMaterial,Equipmentand Services

3.1 At the Employer's request, the bidder having offeredthe lowestevaluatedfinancial bidmaybe required to

provide evidence of the origin of materials, equipment, and services to the satisfaction of the Employer.

4. Qualificationofthe Bidder

4.1 TobequalifiedforawardofContract,biddersshall:

a)Submita writtenpowerofattorneyauthorizing the signatoryofthe bidto committhe bidder.

Generalinformation

All individual firms must complete the information in this form. Nationality information shall be provided for

all owner(s) or applicant(s) that are partnership or individually owned firms.

2 Headoffice address:

3 Local office address (if any):

4 Telephone/Mobileno:

5 E-mail addresses:

6 Placeofincorporation/registration:

7 Yearofincorporation/registration:

additionalinformationregardinglitigation,debarment,arbitration,etc.

4.2 Disqualification

Eventhoughthe Bidders maymeet the abovecriteria, they are subjecttobedisqualifiedfor any ofthe

following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the AMC as poor performer in implementation of ongoing AMC works e.g.

Works completed after notices issued by AMC or poor quality of work or completed after time limit or

not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the suchSouth west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by the

1. Costof Bidding

1.1 Thebiddershallbearallcostsassociatedwiththepreparationandsubmissionofhisbidandhe

Employer will in no case be responsible or liable for those costs.

2.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for

itselfonitsownresponsibilityallinformationthatmaybenecessaryforpreparingthebidandentering into a

contract for construction of the Works. The costs of visiting the Site shall be at the bidder's own

2.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its

premises and lands for the purpose of such inspection, but only upon the express condition that the

bidder,its personnelandagents,willreleaseandindemnifythe Employerandits personnel and agents from

andagainstall liability inrespect thereof and will be responsible fordeathorpersonal injury, loss of or

damage to property and any other loss, damage, costs and expenses incurred as a result of the

B. Preparationof Bids

3. Languageof Bid

3.1 The bid, and all correspondence and documents related to the bid exchanged between the bidder and

the Employer shall be written in the English language. Supporting documents and printed literature

furnished by the bidder may be in another language provided they are accompanied by an accurate

translation of the relevant passages in the English language, in which case, for purposes of

interpretation of the bid, the English translation shall prevail.

9 DocumentscomprisingtheBid

Thebids shallbesubmittedinhardcopyandtwo copies,onemarkedas“original”andothermarked as

“Duplicate”, both of which comprise the following documents:-

TenderDocument:

i) BidSecurityforanamountas specifiedintheInvitationforBids(IFB).

ii) Powerof Attorney

iii) Informationas specified.

iv) Any other material / information required to be submitted in accordance with these Instructions to

TheTenderDocumentshallbehardbound.Bidsecurityshallbefurnishedin “Original” setof Document.

In caseof anyambiguitythe“Original”setofdocumentshall prevail.

Thebiddershallprepareandsubmit twocopies ofthebidinoriginalandduplicate.

10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted by the bidder.

10.2 Thebiddershallfillinpercentagerate aboveorbelowandtotalamount(bothinfigures andwords)for overall

items of the Works provided in the Bill of Quantities along with total bid price derived after application

of percentage above or below (both in figures and words). Items (for which rate has been provided)

against which no quantity is entered will be paid for by the Employer on actualmeasurement onsite

Anycorrectionsshouldbeinitialed.

AllpagesoftheBillofQuantitiesshallbeinitialedand stamped.

11. BidValidity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date for

bidsubmissionspecifiedinClause.TheEmployeras non-responsiveshallrejecta bid valid fora shorter

11.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request and

the responses there to shall be made in writing or by fax. A bidder may refuse the request without

forfeiting his bidsecurity. A bidder agreeing to the requestwill not be requiredor permitted to modify

his bid but will be required to extend the validity of his Bid Security for the period of the extension,and

in compliance with Clause 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB) for

particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank of

b) Bank Guarantee from any Nationalized or RBIapprovedforeignbank having networthofmore than

Rs.500 crore of Indian operation and acceptable to Employer.

TheformatofBankGuarantee shallbeinaccordancewiththeAMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security of the successful bidder, along with second and third lowest tenders,will be

returned when the bidder has furnished the required performance security and signed the agreement.

12.4 TheBidSecuritymaybeforfeited

a) Ifthebidderwithdrawshis bidduringtheperiodofbidvalidity;

b) Ifthebidderdoesnotacceptthecorrectionofhisbid price.

c) Inthecaseofa successfulbidder,ifthebidderfailswithinthespecifiedtimelimitto

i) FurnishtherequiredPerformanceSecurity ii)signtheAgreement.

13. FormatandSigning ofBid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions

13.2 Thebidshallbetypedorwritteninindelibleinkandshallbesignedbyapersonorpersons duly

authorized to sign on behalf of the bidder.

13.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions

issuedby the Employer, or as necessary to correct errors made by the bidder, in which case the person

or persons signing the bid shall initial all such corrections.

C. SubmissionofBids

14.1 Theinnerandouterenvelopesshall

a) BeaddressedtotheEmployeratthefollowingaddress:

Assistant Manager "South West Zone, Zonal Office", Late Shri Tushar bhavan, Near Shelby Hospital, Jodhpur, Ahmedabad-

b) Bearthe following identification:

(c)Indicatethenameandaddressofthe bidder.

TENDERFOR Regarding the repairing work as per the requirement in various municipal

building,muni.school,aaganwadi,gardens,pay& use in vejalpur ward of south west zone(Re-invite)

14.2 Iftheenvelope isnotsealedandmarkedasabove,theEmployerwillassumenoresponsibilityforthe

misplacement or premature opening of the bid.

15. DeadlineforSubmission ofBids

15.1 Bids mustbe receivedby the Employerat the addressspecifiedabove notlater thanthe time anddate

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previouslysubject

to the original deadline will thereafter be subject to the deadline as extended.

AnybidreceivedbytheEmployerafterthedeadlineforsubmissionofbidsshallnotbeopened.

17. Modification and WithdrawalofBids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of the

modification to the Employer prior to the deadline for submission of bids receives withdrawal. Any

MODIFICATIONS in respect of tender document shall be submitted in separate sealed envelope duly

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered with

the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bidshallbeallowedtomodifybythebidderafterthe deadlineforsubmissionofbids.

17.4 Withdrawalofabidduring theintervalbetweenthe deadline forsubmissionofbids andtheexpiration of the

period of bid validity may result in the forfeiture of the Bid deposit.

D. BidOpening andEvaluation

18 OpeningofTender(Bid)

18.1 TheEmployerwillopentheouterenvelopeofallthebidsreceivedforthepackage(exceptthose received late)

containing the sealed Tender volume and announce the names of (i) bidders, (ii) bidders

whohavesubmittedmodificationofTenderbids,and(iii)bidderswhohavegivennoticeforwithdrawal of their

bids in the presence of bidders or their representatives who choose to attend on the date and time

mentioned in the ITB. In the event of specified date of bid opening being declared as a holiday for the

Employer, the Tender will be opened at the appointed time and location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detailandTender fee,E.M.D.shallbe openedfirst.TheEmployeratthe openingwillannounce

bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the amount and

validity of Bid Security furnished with each bid, is valid registration and such other details, as the

Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening, including

the information disclosed to those present in accordance with Clause mentioned previously.

19. ExaminationofTenderandDeterminationofResponsivenessof Tender

19.1 If the Bid Security furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer as

non-responsive.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied with

valid Bid Security will be taken up for further evaluation. In case, the Bank does not confirm the Bid

Security, the bid shall be rejected as non-responsive and no further evaluation carried out.

19.3 The tender volume will further be examined to determine whether the bid has been properly signed,

meets the eligibility and qualification criteria, has the required available bid capacity, is accompanied

by the requisite certificates, undertaking and other relevant information specified in the bid

documents and is substantially responsive to the requirement of the bidding documents and provides

any clarification for ascertaining the correctness of the information/details that the Employer may

19.4 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the non-conforming

deviation or reservation.

20. Openingof Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been determined to

be substantially responsive in accordance and who have the required available bid capacity, in

presence of the bidders or their representatives who choose to attend on the date intimated to such

bidders. In the event of specified date of Tender volume opening being declared a holiday for

Employer, the ‘Tender volume’ shall be opened at the appointed time and location on the nextworking

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bidprices,

the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details, as the

the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details, as the

Employer may consider appropriate will be announced by the Employer at the opening of the Tender

volume. Any bid price, which is not read out and recorded at the bid opening, will not be taken into

account in Bid Evaluation.

20.3 Thebiddersortheirrepresentativeswhoarepresentshallsignattendancesheetevidencingtheir attendance.

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume opening

including the information disclosed.

21. ExaminationofBidsandDeterminationofResponsivenessofBid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled percentage

above or below of total amount of Priced Bill of Quantities, Technical Specifications, Drawings and

above or below of total amount of Priced Bill of Quantities, Technical Specifications, Drawings and

other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specificationsofthebiddingdocuments,withoutmaterialdeviationorreservation.Amaterial

deviation or reservation is one (i) which affects in any substantial way the scope, quality orperformance

of the Works; (ii) which limits in any substantial way, inconsistent with the bidding documents, the

Employer's rights or the bidder's obligations under the Contract; or (iii) whose rectification would affect

unfairly the competitive position of other bidders presenting substantially responsive Tender volume.

21.3 If the Tender volume is not substantially responsive, it will be rejected by the Employer and may not

subsequently be made responsive by correction or withdrawal of the non-conforming deviation or

22. Correction ofErrors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in words

will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below), the

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below), the

amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the above

procedure for the correction of errors and shall be considered as binding upon the bidder. If the

bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid Security may

23. Evaluation andComparisonofTendervolume

23.1 The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the valuatedBid

Price by adjusting the Bid Price as follows:-

a) Makinganycorrectionforerrors;

b) Makingappropriateadjustments toreflectanypricemodifications offered.

23.3 If the Bidof the successful Bidder is seriouslyunbalancedorextremely higher/ lowerinrelationto the

Employer’s estimate of the cost of the items of the Works to be performed under the Contract, the

Employer may require the bidder to produce detailed price rate analysis for any or all items of the Bill

of Quantities, to demonstrate the internal consistency of those prices with the construction methods

and schedule proposed. In case, AMC finds rates extremely below estimated SOR rate or Market Rate

than Tender shall be rejected and second lowest tenderer may be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 ClarificationofBids

24.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion,

ask any bidder for authentication the correctness of the information/details furnished by him in hisbid.

Such request by the AMC and the response by bidder shall be in writing or by cable/fax, but no change

in the price or substance of the bid shall be sought, offered or permitted except as required to confirm

the correction of arithmetical errors discovered by the Employer in the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid openingto

the time contract is awarded.

24.3 AnyeffortbythebiddertoinfluencethetheAMCstaffinthebidevaluation,bidcomparisonor contract award

decisions may result in the rejection of his bid.

25.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons

not officially concerned with such process until the award to the successful bidder has been

announced. Any effort by a bidder to influence the Employer's processing of bids or award decisions

may result in the rejection of his bid.

F. Awardof Contract

26.1 TheEmployerwillawardtheContracttothebidderwhosebidhas beendeterminedtobesubstantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price providedthat

such bidder has been determined to be (i) eligible in accordance with the provisions of previous

Clauses and (ii) qualified in accordance with the provisions of previous Clauses.

27. Employer'sRighttoacceptany Bid andRejectanyorallBids

27.1 The Employer reserves the right to acceptorrejectanybid andto annul the bidding processandreject all

bids, at any time prior to award of Contract, without thereby incurring any liability to the affected

bidder or bidders or any obligation to inform the affected bidder or bidders of the grounds for the

Employer's action.

28. NotificationofAward

28.1 Priorto expirationoftheperiodofbidvalidityprescribedbythe Employer,theEmployerwillnotifythe

successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This

letter (hereinafter and in the Conditions of Contract called "the Letter of Acceptance") shall name the

sum which the AMC will pay the Contractor in consideration of the execution, completion and

maintenance of the Works by the Contractor as prescribed by the Contract (hereinafter and in the

Conditions of Contract termed "the Contract Price").

28.2 ThenotificationofawardwillconstitutetheformationoftheContract.

29. SigningofAgreement

29.1 At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a

date determined by the Employer for signing the Form of Agreement.

30. PerformanceSecurity

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an amount

equivalent to 5% (five percent) of the Contract Price plus additional security for unbalanced bids in

accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee as

per format shall be issued from any Nationalized / Scheduled bank.

31. CorruptorFraudulent Practices

31.1 The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question. The

Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to be

awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the

firm has engaged in corrupt or fraudulent practices in competing for the contract, or during execution.

i) “corrupt practice” means behavior on the part of officials in the public or private sectors by which

they improperly and unlawfully enrich themselves and/or those close to them, or induce others to do

so, by misusing the position in which they are placed, and it includes the offering, giving, receiving, or

soliciting of anything ofvalue to influence the actionofany suchofficial inthe procurement processor in

contract execution; and

ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusivepractice

among bidders (prior to or after bid submission) designed to establish bid prices at artificial non-

competitive levels and to deprive the Borrower of the benefits of free and open competition.

Seal and Signature of the Bidder Add. City Engineer

(South WestZone)

AHMEDABAD MUNICIPAL CORPORATION

SectionII-CONDITIONSOFPARTICULARAPPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to do high

quality work within the given time schedule.

2. Theonusofproviding,all necessarycompany/projectrelatedinformation,inappropriatemannerand

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by the

4. ALLINFORMATIONHASTO BESUBMITTEDINTHEPRESCRIBEDFORMATONLY.

Projects for which incomplete information has been provided will not be considered for evaluation.

The Bidder may attach separate sheets if so required. However, the final bound document submitted,

has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to change

during detail design. Project brief, along-with the schematic drawings and colored photographs, is

provided to assist the bidder in understanding the fundamental and specific requirements of the

6. Conditionaltenderswillnotbeaccepted.

7. AMC’sdecisionforselectionorrejectionoftheoffersshallbefinalandbindingtoall.

8. Biddershouldprovideinformationasmentionedintheprescribedforms.

Informationotherthanthatrelatedtothisworkshallnotbe consideredforevaluation.

9. If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

10. Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender

volume is submitted without valid documents and without proof of eligibility criteria will be rejected.

11. ThosewhodonotmeetwiththeeligibilitycriterianeednotsubmittheTender document.

12. Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are

conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contractwithout

assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in writing,to

get completion certificate from Additional City Engineer . Date of completion for start of defect liability

period will be considered as the date mentioned in the completion certificate.

The contractor shall be required to make good all the damages / defects identified and conveyed to

him, during the entire defect liability period. The method and time limit of rectification will be

decided by the Engineer in charge. If he fails to carry out rectification as per the instructions, the

same will be carried out at his cost and it shall be recovered from the amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be decided

by the Additional City Engineer.

19. SafetyandSignage

Contactorhastoarrangeforthecompletesafetyofthepersonsworkingforproject,usersoftheroad

i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers,

trafficsignsasperdesign,safetytapesetc.tobearrangedatsite.Necessaryflorescentmarkingon

traffic signs to be provided so that it should be visible at night. During night working hours safety in

charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary diversions

for proper working at site including traffic signage, safety cones, traffic blinkers, barricading tapes,

red and green flags/lights etc for making easy smooth and safe conditions for the traffic. The

Contractorshall and mustprovideaboveathisowncost.IftheContractorfailstocomplythisclause, Rs.

500/- per day shall be recovered from his bill.

20. Tax, DutiesonMaterials

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT, govt.duties etc.

on material procurementorany other component forthe works from anysource shall be borne by the

21. Submissionofproject schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22ForFlakinessandElongationIndex normsadoptedbyAMC shallbemadeapplicable.

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall be

procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/ material

by Additional City Engineer shall be required.

24. Contractorshallberesponsibleto obeyallLabourLaws,EnvironmentalandSafetyLaws.(theexistinglawsaswell

asframedfromtimetotime).Anypenaltieslaidduetoviolationofsuchlawsshallbedirectlydeductedfromthe

contractor's outstanding. .

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and the

amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundableone percent of

tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl.CityEngineer

(SouthWestZone)

AHMEDABADMUNICIPALCORPORATION

FORMOFBIDANDAPPENDIXTOBID A:

(TheAppendixformspartoftheBid.BiddersarerequiredtofillupalltheblanksintheformofBid)

NAME OF THE CONTRACT: Regarding the repairing work as per the requirement in various municipal

building,muni.school,aaganwadi,gardens,pay& use in vejalpur ward of south west zone.(Re-Invite)

Add.CityEngineer(SouthWestZone)

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings and

Addenda No. for the execution of the above named works, we, theundersigned, offer to

execute and complete such works and remedy any defects therein in conformity with the

ConditionsofContract,Specifications,BillofQuantities,DrawingsandAddendaforthesumof Rs

My/ourofferworksoutasunder:

Amount putto tender AmountputtotenderRs.

Add %above Deduct %below

%(in words) %(in words)

NetAmount NetAmount

Infigure: Rs. Infigure: Rs.

2. WeacknowledgethattheAppendixtoBidformspartofourBid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated in

the Appendix to Bid hereto after receipt of an order of the Engineer’snotice to commence, and to

complete and deliver the sections and the whole of the Works comprised in the Contract within

the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s)tobejointlyandseverallyboundonusin accordancewiththeConditionsof

5. WeagreetoabidebythisBidfortheperiod ofonehundredandtwenty(120)daysafterthedate of bid

opening, and it shall remain binding upon us and may be accepted at any time before the expiry

of that period.

6. UnlessanduntilaformalAgreementispreparedandexecuted,thisBid,togetherwith yourwritten

acceptance thereof, shall constitute a binding contract between us.

7. WeunderstandthatyouarenotboundtoacceptthelowestoranyBidyoumayreceive.

8. AllthepartnersofourJointVenturearelegallyandseverallyboundbythisBid1.

9. MunicipalCommissioner,Ahmedabadhasrighttorejectanyorallbidswithoutgivinganyreason.

Dated this day of

in thecapacityof dulyauthorised2tosignBidforandonbehalfof

Address(inblockcapitals)

1. TobedeletedifthebidderisnotaJointVenture.

CertifiedcopyofPowerofAttorney/AuthorizationforsignatureshallbefurnishedbytheBidderin accordance

with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Add.City Engineer

(SouthWestZone)

AHMEDABADMUNICIPALCORPORATION

ENGINEERINGDEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month after the order to start the works. Progress of work should be in proportion to time limit.

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

workand handover the sitewith finalfinishing ofthe work asdirected. Allthe rejected materialsshallberemoved fromsitewithin

hours by contractor at this risk and cost. Debris shall have to cart daily from site.

Formixingmortar either for masonryor forplasteror for any other purposecontractorshallhaveto preparethrough ofbiggersize 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 sameathisquoted rates without charges any extra and the contractor will haveto 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 theto 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

thetenderer shallnotbeallowedto withdrawon modifytheofferonhisownduringtheperiod.Ifanytenderer withdrawormakes 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

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As per

Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractorsshouldnotethefollowingconditionscarefully:-

1. Conditionaltendershallnotbeaccepted.

2. Alltendersaretobesubmittedinduplicatewithoutwhichthetendersareliabletoberejected.

3. Incaseoftenderdownloadedfromwebsite,tenderfee&EMDshouldbesubmittedinformofdemanddraftorincash.

4. Condition of Form - B1 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 bookletsof Building Works & and Road Works Specifications

published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE Add.CITYENGINEER

&STAMP (SouthWestZone)

AHMEDABADMUNICLPALCORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certainguide lines and as per the guide lines.

If child labour is employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty

thousand only) in the child labour welfare fund. If the employer refuses to deposit then action will be takenfor

contempt of Supreme Court Judgement and also will be prosecuted by concerned authority. Because of the breach

of any provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal Corporation

becomes liable to pay any amount thenthe Municipal Corporationshall recover the said amount from the

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No.

1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is

taken and the remaining amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to

follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be

entertain regarding QUANTITIES.

* MODIFICATIONOFDOCUMENTS

Modificationofspecificationsandcorrection/corrigendum inrespect oftheworkifrequiredwillbemadebyA.M.C. The

same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender

duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of any of the

documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM.

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the

contract documents. The full consideration shall be given to such addendum or corrigendum or correction before

submission tender duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or

corrigendum or correction published by A.M.C through its website www.egovamc.com. Tenderes shall verify the

number of addendum issued and enclose the same with the tender documents,failing which the tender shall be

liable for rejection and no any complaint in respect to this shall be entertained under any circumstances.

CONTRACTOR'SSIGNATURE Add.CITYENGINEER

&STAMP (SouthWestZone)

AHMEDABADMUNICLPALCORPORATION

MAHANAGARSEVASADAN

DETAILSOFBANKACCOUT

1 Contractor'sname

3 Telephone/mobileno.

4 Permanentaccountno.(PAN no.)

5 Nameofthe bank

6 Branchnameandaddress

11 Contractor/supplier's

signature andstamp

SPECIFICATION OF MATERIALS-CIVIL

Thissectiongivesdetailspecificationsformainlyusedmaterials,forothermaterialsreferBuilding

Specifications.FormaterialsrelevantspecificationofBuildingSpecificatshall apply.

TECHNICALSPECIFICATIONS

NAMEOFTHEWORK:Regarding the repairing work as per the requirement in various municipal

building,muni.school,aaganwadi,gardens,pay & use in vejalpur ward of south west zone.(Re-Invite)

Item Items Mode of

No. Measurement

Excavation for foundation up to1.5 mdepthincludingsortingoutand

stackingofusefulmaterialsand disposingoftheexcavatedstuff upto50

Meterlead.(A)Looseorsoftsoil(R&BS.O.R2023-24I.no.ItemCode

Upto 1.5mt Depth Cmt

1.5to3.0 mt.depth Cmt

Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layersnot exceeding 20 cm. in depth

2 consolidation each deposited layer by ramming and watering. Cmt

Providing and laying cement concrete1:5:10 (1-Cement: 5-

coarsessandand:10-handbrokenstoneaggregates40mmnominalsize) and

curing completeexcludingcostofformworkin(A) Foundationand

Providing and laying cement concrete1:4:8(1-Cement: 4-coarses

and:8-handbrokenstoneaggregates 40mm nominal size)and curing

4 complete excluding costofformworkin(A)Foundation and Plinth Cmt

Providingandlayingcementconcrete1:3:6(1-Cement:3-coarsesand:6-

handbrokenstoneaggregates40mmnominalsize)andcuringcomplete

5 excluding cost of formwork in (A) Foundation and Plinth Cmt

Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-

crushed stoneaggregates 20mm nominal size)andcuringcomplete

6 including cost offormworkin(A)wallcaps/coping Cmt

Providing and laying cement concrete work 1:2:4 ((1-Cement:2- coarse

sand:4-gradedaggregates20mm nominal size) curingcomplete

7 excluding cost offormworkandreinforcement.

a Foundations, footings, base or columns and mass concrete Cmt

Slabs,landing,shelves,balconies,lintels, beams, girders and

b cantiliversuptofloortwolevel Cmt

c Independent piers, columns, and pillars, upto floor two level Cmt

Provdg.&layingcementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stoneaggregates20mm nominalsize)forreinforced concrete

chhajjasnotexceeding 10 cm. thicknessuptofloors two levelincluding finishingthe

exposedsurfaceswithcement mortar 1:3 (1 cement :

findsand)togiveasmoothandevensurfacecenteringandformwork

andcuringcompleteexcludingcostofreinforcement.

Providingandlayingcontrolledcementconcrete/ReadyMix Concrete of M-200

and curingcomplete, excluding the cost offormworkand

9 reinforcementforreinforcedconcreteworkin:

(A) Foundations, footings, base ofcolumns,andmassconcrete. Cu.M.

(B) Wallsfromtopoffoundations/leveluptofloorTwolevel. Cu.M.

Slabs,landing,shelves,BalconiesLintels,Beams,GirdersandCantileverupto

(C) floor Cu.M.

(D) Columns,pillars,posts,andstruts,uptofloortwolevel. Cu.M.

(E) Staircaseuptofloortwolevel.(excludinglanding) Cu.M.

(K) Verticalandhorizontalfinsupto floor two level. Cu.M.

ProvidingandLayingordinarycementconcrete1:2:4(1-Cement2-

coarsesand:4-gradedstone aggregates20mmnominalsize) and

finishingsmoothwithcuring etc. complete including the cost of form work but

excludingthecostofreinforsementforR.C.Cworkin(iv)Slabshavingmore

than13cmandupto15cm.thickness

ProvidingandLayingordinary cement concrete 1:2:4 (1-Cement 2- coarsesand:4-

gradedstone aggregates20mmnominalsize) and finishingsmoothwithcuring etc.

complete including the cost of form work but

excludingthecostofreinforsementforR.C.Cworkin(iv)Slabshavingmore

than8cmandupto10cm.thickness

Brickworkusingcommonburnt claybuildingbrickshaving

crushingstrengthnotlessthan35kg./Sq.Cm.infoundationandplinth

inCementMortar1:6(1-Cement:6-finesand)

(A) Conventional(upto10ton) Cmt

Extra RateforbrickworkinAbove Item forsuper structureaboveplinth levelupto

13 floor two level (B) Conventional

a (A) Conventional Cmt

b B) Modular Cmt

C) abovefloortwolevelItemNo.2(6.13)(A)Modular

D) abovefloortwolevelItemNo.2(6.13)(B)Conventional

Halfbrickmasonryincommonbrunt clay building bricks having crushing strength

not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement:5 coarsesand)in

foundation and Plinth conventionalbrickwork

Extra for half brick masonry in superstructureaboveplinthlevel upto floor

two level (B) conventional

Providingformworkinordinary timberplankingsoastogivea rough

finishincludingcentering,shuttering,struttingandproppingetc.height

ofproppingandcenteringbelowsupporting floortocellingnotexceeding

4M&removalofthesameforinsitureinforcedorplainconcretework

uptofloorfourlevel

a Foundation, footings, bases ofcolumnsetc.andmassconcrete. Smt

(B) FlatsurfacessuchassoffitsofsupspenedfloorsslabsLandingsandthe

like.(1)Floorsetc.upto200mminthickness.

(B) FlatsurfacessuchassoffitsofsuspendedfloorroofslabsLandingsandthe

like. (2) Floors etc. above 200mm in thickness.

Verticalsurfacesuchaswalls(anythickness)partitionsandthelikeincluding

d attachedbuttresses&stringcourse&thelike. Smt

(ii) SidesAnd Soffits Of Beam,Haunchings Cantilevers, Girders,

Bressumers And Lintels NotExceeding1MInDepth.

(G)ColumnsPillarsPostsandstruts.(1)SquareRectangularPolygonalinplan.

(2)Circularorcurvedinplan.

(H)(2)SidesandsoffitsofBeamsBeamHaunchingscanti-leversGirders

Bressumers and Lintels exceeding 1M.in Depth.

Providingandfixing35mmthick panelled,glazedorpanelledand glazed

shuttersforDoorswindowsand clear story windows includinganodised

alluminium But hingeswith necessaryscrews and indianteakwood

17 shutterswith.

a (A)Plywoodsheetpanels. Smt

b (B)Particleboardpanels Smt

c (C)Hardboardpanels. Smt

d (D)Asbestossheetpanels. Smt

Providingandfixing25mmthick shutters for cup boards etc.

including black enamelled M.S.butthingeswithnecessaryscrews.(A)

18 Indianteakwood.(i)Fully Panelled. Smt

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised

alluminiubutthingeswithnecessaryscrews.(A)Indianteakwood.(ii)Fully

Providing and fixing 25mm thick shutters for cupboards etc. including anodised

alluminiubutthingeswithnecessaryscrews.(A)Indianteakwood.(ii)Partly

b panelledandpartl glazed. Smt

ProvidingandfixingM.S.grillsof required pattern to wooden frames of

windowsetc.withM.S.flatsat requiredspacingsandframe alround,

squareorroundbarswithroundheadedboltsandnutsorbyscrews(A)Plain

Providing and fixing glazed louvered glass windows and

ventilatorswithteakwoodframe10cm.x7cm.sizeincluding3coatsof

20 oilpainting to woodwork etc.complete. Smt

Providing and fixing glazed louvered glass windows and

ventilatorswithteakwoodframe 10 cm.x7 cm. size including 3coats

ofoilpaintingtowoodworketc.complete.withwoodenlouversplank12mm

Providingandfixing35mmthick shuttersforDoors,windowsand

clerestorywindowsincluding Indian teak wood frames 10 cm x 7 cm.size

includinganodized alluminiumfixturesandfastenings includingprimer

coatofapprovedqualityandtwocoatsofoilpaintingetc,complete.(ii)Fully

Providingandfixing35mmthick shuttersforDoors,windowsand

clerestorywindowsincluding Indian teak wood frames 10 cm x 7 cm. size

including black enamelled ironoxidixedfixturesand fastenings

includingprimercoatofapprovedqualityandtwocoatsofoilpaintingetc,

complete.(ii)FullyPanelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

qualityandtwocoatsofoilpaintingetc,complete.(iii)Partlypanelledandpartly glazed.

Providingandfixing30mmthick FACTORYMADESOLIDPANEL PVC

DOORSHUTTERconsisting of frame made out of M.S.tubes of 19 gauge

thickness and size of 19 mm x19mm for stilesand 15mm x 15 mmfor top and

bottom rails.M.S.frameshallhaveacoatof steelprimersofapprovedmake and

manufacture, M.S. frames hall becoveredwith 5 mmthickheat

mouldedPVC‘C’channelofsize 30x50mmformingstiles,and5 mm thick 75mm

widePVCsheetsfortoprail,lock railand bottom railoneitherside, and 10mm (5mm

x 2)thick,20mmwidecrossPVC sheet as gap insert for top rail and

bottomrail,Panellingof5stiles and rails with 30 mm wide x

mmthickPVCsheetbeadingoneighter side, and joined together with

solventcementadhesive,.An additional 5 mm thick PVC strip of 20 mm width is

to be stculkon the interiorssideofthe‘c’channel using PVC

solvent cement adhesiveetc.completeasper directionofEngineer incharge,

manufacture’sspecificationand drawing.

Providingandfixinginposition collapsiblesteelshutterswith vertical

channels20x10x2mmbracedwithflatirondiagonal20x5mmsizewith topandbottom

rails T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys

completewithbolts,nuts,lockingarrangements,stoppers,handles,

includingaprimingcoatofredleadpaint&approvedmake.

Providingandfixing1mmthick M.S.sheetslidingshutterswith frame

anddiagonalbracesof 40x40x6mmangleiron,3.15 mm M.S.gusset plates at

Junctions and corners25mmdia.pulley, 40x40x6mmangleandT-iron

guiderailattopandbottom respactively with handles, stoppers

andlockingagangementetc, includingapplyinga primingcoat of red lead paint.

Providing&FixinginpositionAlluminiumdoorswithframeusing approvedquality

anodisedextrudedalluminium sectionasapproved by Engg.in

charge(Jindalalluminium)(a) Frame sections101.6x44.45

mm(b)Shutter bottomvertical&topsection 83.5x44.45 (wt.1.31 kg/mt.)(at

1.31kg/mt)(c) Shutterbottomsectionat 114.3x44.45mmat (1.37kg/mt) Shutter

middle section at100x44.3wt.(1.37kg/mt) incl.providing &installing5

mmthickapprovedcolor Acrylicsheetofstandard quality fixed with glazing chips

onupper pannel&Laminated sheeton lowerpannel (wtt.0.13 kg/Rmt)

etc.comp.asdirectionof engg.in charge.(N.S.)

Providing and fixing extruded aluminum window having extruded aluminum

ColourrPowderCoatedsectionframemainoutersize127mmx38.10mmx

1.35mm,@Wt.1.384Kg/mt,horizontalFourtrackmembersize122.20mmx

[email protected]/mt,verticalmemberofsize122.20mmx

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal

[email protected]/mt,verticalmemberof size

40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame as per details etc

complete for window.

Providing&Fixinginposition Alluminium vents with frame using approved

anodisedextrudedalluminiumsectionasapprovedbyEngg. In

charge.(Jindalalluminium)unitsequivalentApprovedRate)Framesectionof

63.50x38.50mm.(wt.0.68Kg/Rmt) incl. Providing & Installing

mmthickapprovedcolorAcrylic sheetofstandardqualityetc. comp.

Providingandfixingstandaredextrudedofalluminiumsectionofsize

63mmx38.10mmx1.2mm(JindalSection:2434, orequivalent@ Wt.0.643

Kg/mt)withcolouranodizedalluminiumframefor

ventilationwith5mmthickfrostedglassasdetailsetccompletefor

Providingandfixingstandaredextrudedofalluminiumsectionofsize63.50x

38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium

framewith5mmthicktransparentbronzecolourtintedfloatglassasdetailsetc

completeforFixPartition

Providingandlaying40mmthick marblechipsflooringrubbedand polished

(I.E.terrazo) to granolithic finish with under layer 30 mm thick cement

concrete1:2:4(1-Cement: 2-coarsesand:4-gradedstone aggregate10

mmanddown gauge) and to player 10 mm thick with white, black or white and

blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-Marblepowderby

weight)inproportionof4:7(4- Cement:7-marblechipsby volume)(C) MediumShade

pigmentwithapprox50%white cementand50% ordinary cement (In top layer only)

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and

polished to Granolithic finish to player6mmwhite, blackorwhite andblack

marblechipsofsize fromsmallestto4mmnominal size laid in cement marble

powder mix3:1(3-Cement:1marble powder by weight) in proportion of 4:7 (4-

cement marble powder mix: 7-marble chips by volume) (B) Light shade pigment

with white cement (In top layer only)

Providingandlayingwhiteglazedtiles6mmthickinflooringtreadsofstepsand landing

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

34 sand)finishingwithflush Sq.M.

Providing and layingCeramic tiles 6mmthickinflooringtreadsof steps

andlandinglaidonabedof12mmthickcementmortar1:3(1-cement:3-

35 coarsesand)finishingwithflushpointinginwhitecement. Sq.M.

Providing&Fixing20mmthick Mirror Polished Decorative Granite Board

withComputerisedGoldenLettersDiscriptionasperinstructionsof

engg.inchargetoM.S.framestructureforInaugaration&Public

36 HandoverFunction(N.S.) No.

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treadsof

stepsandlandinglaidonabedof12mmthickcementmortar1:3

37 (1-cement:3-coarsesand)finishingwithflushpointinginwhitecement. Sq.M.

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of

stepsanddedoon10mmthick cement plaster 1:3 (1-cement: 3-

38 coarse sand) and jointedwithwhitecementslurry Sqm

ProvidingandlayingVitrifiedtiles8to10mmthick,inskrtingrisersofsteps

anddedoon10mmthickcementplaster1:3(1-cement:3-coarsesand)

39 andjointedwith white cement slurry Sqm Providing

and laying 24" x 24" vitrified Tiles 8 to 10 mm th.

DoubleChargedgloosy/MattofApprovedmakeasapprovedbyAdl.C.E.

consultantsinflooringover20mmthickcementmortar1:6(1cement:6coarsesand)

onnewsurface&jointedwithcolourcement slurry incl

with flush pointing & cleaning the surface etc. comp.

Providing and laying 24" x 24" vitrified8to10 mmth.Double

ChargedGloosy/Matttilesof ApprovedmakeasApprovedby

Adl.C.E./Consultantsforupto10cmhighskirtingasapprovedbyEngineer

inchargeover10mmthick cement mortar 1:6 (1 cement :6coarse

sand)onnewsurface& jointedwithcolourcementslurry inclwithflush

pointing&cleaning the surface etc. comp.

Providingandlaying polishedKotastoneslabflooringover20mm(Average) thick

base of cementmortar 1:6 (1-cement:6-coarsesand) or

L.M.1.1.5 (1-Lime putty:1.5-coarses and) laidover and jointed with grey

cementslurrymixedwithpigmenttomatchtheshadeof slab including

rubbingandpolishingetc.complete.(A)25mmthick

Providing and laying marble stone slab flooring over 20mm (average)base of

cementmortar1:6(1-cement:6coarsesand)orL.M.1:1.5(1-limeputty:1.5- coarse

sand) laid and jointed with gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm thick

Providing and laying polished Kota stoneslabflooringover20mm (Average)

thick base of cementmortar 1:6 (1-cement:6-coarsesand) or

L.M.1.1.5laidoverandjointedwithgreycementslurryincludingrubbing

andpolishing etc.complete.(B)30mmthick

Providingandlayingpolishedkotastoneslab25mmthickinrisersofsteps,

skirting Dedo and pillars laid on 10 mm thick cement mortar 1:3 (1-Cement:3

coarsesand)andjointedwithgraycementslurymixedwithpigmentto matchthe

shadeofslabincludingrubbing andpolishingetc.complete.

Providing and laying cement concreteflooring1:2:4(1-cement: 2-

coarses and:4-graded stoneaggregate20mmnominalsize)laidinone

46 layerandfinishedwitha floatingcoatofneatcement.(A) 40mm thick. Sq.M.

Providing and laying cement concreteflooring1:2:4(1-cement: 2-

coarse sand:4-graded stoneaggregate20mmnominalsize)laidinone

47 layerandfinishedwithafloatingcoatofneatcement.(B)50mm thick. Sq.M.

Providingand layingbrokenchina mosaicflooringforterraceusing 12 mm to 20 mm

broken pieces of glazed tiles to be laid over cement mortar 1:3 toplain or slope

and to be tempered to bring mortar creme outuptosurface usingwhite

cementincludingroundingoff junctionsandextending

themupto15cmalongthewall,clearingwithwaterandoxalic acid etc.as directed.

Providingandlayingcoloured glazedtilesofthesize300

mmx200mmx8mm/300mmx450 mmx8mminskirting,risersof steps

anddedoon10mm.thickcementplaster1:3(1cement:3coarse

49 sand)&jointedwithwhite cement slurry. Sqm

Providingridgesorhips600mmoverallinplainG.I.sheetclass-3fixed

withG.I.JorLHooksandnuts8mmdiaG.I.Limpetandbitumen

50 washer complete. (1) 0.80mm thick sheet. Sqm

Providing and fixing 150 mmwide 450 mm over all semi circular plain G.I.sheet

class-3gutterwithIron brackets 40 mmx3 mm size Bolts, Nuts, washers

etc. includingmakingnecessaryconnectionwithrainwaterpipes.(i)0.80mm

Providingandfixingfivecourseswaterprofingtreatmentwithbitumen

feltconsistingofsecond andfourthcourseofblown/ bitumenor/and residualbitumen

appliedhotat1.2kg.perSq.M.of areaforeachcourse

andfirstcoursewithfibrebasebitunensaturated underlaytype land third course with

fibre base self finished felttype2grade1andfifthand final

courseofstonegrit6mmanddownsizeorpeasizesgravelspread at

Cu.Metre/Sq.metre preparationofsurfaceexcluding grading complete.

Providingandfixingonwallface C.I. Rain water pipe including filling the

jointswithspunyarnsoakedinneatcementslurryandcementmortar

53 1:2(1-Cement: 2-finesand)(A)75mmdia. Rmt

Providing15mmthickcement plasterinsinglecoatonRough (Similar) side of single

or half brick wallsforinteriorplasteringupto floortwolevel andfinishedeven

andsmoothin(i)Cementmortar 1:3 (1-cement :3-sand)

Providing20mmthicksand facedcementplasteronwallsuptoheight10metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1- cement:3-

sand)and8mmthickfinishingcoatofC.M.1:1(1-cement:1-sand)

etc.complete. Sqm

Colourwashingwithlimeonwall surface(twocoats)overand

includingaprimarycoatofwhite washingtogiveanevenshade after

throughbroomingthesurfacetoremovealldirt,dust,mortardropsand

otherforeighmatter. Sqm

Removing dry or oil bound distemper by a washing and

scraping and sand papering thewall surface smooth including

necessaryrepairsto scratches complete. Sqm

Distemperingwithdrydistemperofapprovedbrandandmanufacture(two

coats)andofrequiredshade onwallsurfacesofgiven aneven shade,

overandincludinga primingcoatofwhitingafter

thoroughlybroomingthesurfacefreefrommortardroppingand other foreignmatter.

Distempeing(Twocoats)withoil bounddistemperofapproved brand

andmanufactureandof required shade on wall surfaces to giveaneven

shade,overand includingaprimingcoatwith distemperprimerof approved

brandandmanufactureafter

thoroughlybrushingthesurfacefreefrommortardroppingandotherforeignmatterand

also includingpreparingthesurface even and sand papered smooth.

ExtraCoatforAboveItem over above for everysubsequent coat

60 of approvedbrandandmanufacture. Sqm

Wallpainting(twocoats)with plastic emulsion paint of approved brand

andmanufactureon undecoratedwallsurfacetogive an even shade

includingthroughlybrushingthesurfacefreefrommortardroppingsand

other foreign matter and sand papered smooth.

Extraoveritemforeverysubsequentcoatofwallpaintingwithplastic

emulsionpaintofapprovedbrand Sqm

Extraoveritemforpaintingwithplasticemulsionpaintofapprovedbrandon

ceilingsandslopingroofs. smt

Applyingprimingcoatovernew steel and other metel surface after and

includingpreparingthe surfacebythroughlycleaning,oil, grease,dirt

andotherforeign matterandscouredwithbrushes fine steel wood, scrapersand

sand paperwithreadymixedpriming paintbrushingredlead.

Paintingtwocoats(excluding primingcoat)onnewsteeland other metal surface

with enamel paint, brushing, interior to give an even shade

includingcleaningthesurfaceanevenshadeincludingcleaningthesurface

ofalldirt,dustandotherforeignmatter. Sqm

Paintingonecoats(excluding priming coat) on previously painted steel and other

metal surface with enamelpaint, brushingtogivean evenshade including cleaning

the surfaceofalldirt,dustandother foreign matter.

66 Extra over item for every sub sequent coat of paint. Sqm

Painting two coats (excludingprimingcoat)onnewsteelandother

metalsurfacewithsyntheticenamelpaint,brushingtogiveanevenshade

67 includingcleaningthesurfaceofalldirt,dustandotherforeignmatter. Sqm

Paintingonecoats(excluding priming coat) on previously printed steel

andothermetalsurfacewithsyntheticenamelpaint,brushingtogivean

evenshadeincludingcleaningthesurfaceofalldirt,dustandotherforeign

69 ExtraoverAbove item for every sub sequent coat of paint. Sqm

Painting two coats (excluding primingcoat)onexternalsurface ofnew

rainwater,soil, wasteandvent pipes and fittings with readymixed

bituminousbrushing,black,anti corrosive to give an evenshade

70 including cleaning of all dirt, dustand other foreign matter.(75 mm dia) Sqm

Painting two coats (excluding primingcoat)onexternalsurface ofnew

rainwater,soil, wasteandvent pipes and fittings with readymixed

bituminousbrushing,black,anti corrosive to give an evenshade

71 including cleaning of all dirt, dust and other foreign matter.(100 mm dia) Sqm

Painting two coats (excluding primingcoat)onnewwoodand wood

basedsurfacewithenamel paint,interiortogiveaneven shade including cleaning

thesurfaceofalldirt,dustandotherforeignmatter sandpaperingand

stopping. (a) Ready mixed paint brushing wood primier

Paintingonecoats(excluding priming coat) on previously painted wood

andwoodbasedsurface withenamel paint, to give an evenshadeincluding

cleaningtheofalldirt,dustandotherforeignmatter.(b)Readymixed

paintbrushingprimingforenamel

ExtraoverAboveitemforeverysubsequentcoatofpaint.

Paintingtwocoats(excluding primingcoat)onnewwoodand wood

basedsurfacewithready mixedpaint,brushing,oil,gloss, semi gloss to

giveandevenshadeincludingcleaningofalldust,dirtandotherforeign

mattersandpaperingandstopping.

Finishingwallwithweatherproof exterioremulsionpaintonwall surface

(twocoats)togivean requiredshapeevenshadeafter thoroughlybrushingthesurface

toremovealldirt,andremainsof loosepowdered

materials.etccomplete

ApplyingtwocoatsofBirla(white cementbased)orAsian (acryliclapy-

putty)orequivalent& twocoatsofprimerofapproved brandandmanufactureonnew

wall surface to give an even shade including thoroughlybrushingthe

surfacefreefrommortardropping andotherforeign

matterandsandpaperedsmooth.

Painting one coats (excluding priming coat) on previously painted wood and

wood based surface with enamel paint, to give an even shade includingcleaning

the of all dirt, dust and other foreign matter.

Writingletterorfiguresonanysurfacewithblackjapanpaint(stops,

comas, hyphens and thelike not to be measured and paidfor perletterper

79 separately) (i) Block (Letters/Figures) (Per 10 Letter pet CM.HT) Cm/Ht

Demolition including stacking ofserviceablematerilasanddisposalof

80 unserviceablematerialswithallleadandlift.(i)R.C.C.work Cu.M.

DemolitionofBrickworkandstonemasonry including stacking of

serviceablematerilasanddisposalofunserviceablematerialswithalllead

81 andlift.(ii)InCementMortar. Cu.M.

Dismentaling tiled of stone floorslaidinmortarincludingstackingof

serviceablematerilasanddisposalofunserviceablematerialswithalllead

82 and lift. Sqm

Dismentaling of sheet roofing including ridges,Hips, Valleys,Gutters

etc.stackingofserviceablemateril as and disposal ofunserviceable

83 materialswithall lead and lift.(i) G.I.sheet roofing. Sqm

Dismentling steel work including distempering and stacking the

84 materialswithallleadandlift. Kg.

Dismentlingdoors,windows, ventilatorsetc.(woodorsteel)shutters

includingchowkhats architraves, hold fasts and other attachmentetc.

completeandstackingthematerialwithinallleadandlift.(i)Notexceeding3

Dismentlingdoors,windows, ventilatorsetc.(woodorsteel)shutters

includingchowkhats architraves,holdfastsandother attachmentetc.

completeandstackingthematerialwithinallleadandlift.(ii) Exceeding3

Dismentling barbed wire in fencing includingmakingrollsandalsoincluding

dismentling fencing posts including all earth work concrete in

baseandmakinggoodthe disturbedgroundstackinguseful materialsas

directedanddisposingasdirectedanddisposingofthe

unserviceable materials with all lead and lift.

Dismentling C.I. pipes G.S.W. pipesabdA.C.rainwaterpipeswith

fittingsandclampsincludingstackingthematerialswithallleadandlift(for

88 anydia,ofpipe) Rmt

Dismantlingsanttaryfittingslike wash basin . W.C. pan Indian and Europe

antype,flushingtanketc.includingstackingthematerialswithalllead

89 and lift Each

Scrapingoilpaintfromsteelandothermetalsurfaceandmakingthe

90 surface even (with Hand Scraping.) Smt

Removing and scraping of old deteriorated plaster of any

thickness from wall / R.C.C member including stacking of

serviceablematerialanddisposalofunserviceablefromsiteofworkwithall

91 leadandlift Smt

ProvidingandfixingM.S.fanclampsofshapeandsizeas

92 specifiedinexistingR.C.C.slab including cutting chase and making good. Each

Cuttingoutcracksofroofterrace to V-section, cleaning out, wetting, grouting

93 withcementandsand slurry 1:3 (1-cement 3-sand ) Rmt

Cuttingoutcracksroofterraceto V-Sectioncleaningoutandfilling solidly

withahotmixtureofbitumenandcleandrysand(1:1byweight)

Providing&Fixinginposition Alluminium doors with frame using approved

quality anodised extruded alluminium section as

approved by Engg.in charge(Jindal alluminium)(a)Framesections

101.6x44.45mm(b)Shutterbottomvertical&topsection

83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt)(c)Shutterbottomsection at

114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37

kg/mt)incl.providing& installing5mmthickapproved colorAcrylicsheetofstandard

qualityfixedwithglazingchipson upperpannel& Laminatedsheet

onlowerpannel(wtt.0.13kg/Rmt) etc.comp.asdirection ofengg.in charge.(N.S.)

Providing &Fixing in position FullyPanelled/PartlyPanelledPartlyGlazed/

FullyGlazedAlluminiumdoorswithframeusingapprovedqualityanodised extruded

alluminium section as approved by Engg. In charge.(Jindal alluminium )(a)

Frame sections 101.6x44.45 mmb)Shutter vertical&top

section83.5x44.45(wt.1.31 kg/mt.)(at1.31kg/mt)© Shutter bottom section at

114.3 x44.45mm at ( 1.37 kg/mt )Shutter middle section at 100x44.3 wt. (1.37

kg/mt )incl.providing&installing5mm thick Glassofstandaedquality

fixed/12mmthickLaminated sheetwith glazingchips(wt.0.13

kg/Rmt)inpanelsetc.comp.asperDetail Given&directionof engg.in charge.

Providing&Fixinginposition Alluminiumwindow2/3/4track Sq.M.

sliding/fixtypewithframeusing approved anodised extruded

alluminium section as approved by Engg. In charge.(Jindal

alluminium) units equivalent.includingP/Finstalling5mmthick

clear/tinted Glass of standardqualityetc.comp.

Providing&Fixinginposition Alluminium vents with frame using approved

anodisedextrudedalluminiumsectionasapprovedbyEngg. In

charge.(Jindalalluminium)unitsequivalentFramesectionof63.50x38.50

mm.(wt.0.68Kg/Rmt)incl.Providing&Installing5mmthickGlass

ofstandardqualityetc.comp.

ProvidingandfixingofRidgeflashingforroofpanelshallbemade outof0.5mmthickpre

coatedGIsheet.ThePrecoatedsheetshall beofminimum240

mpasteelgradeconfirmingtoIS 14246:1995and shallhavezinc

coatingofminimum120gsmas perIS:277:1992,5-7

micronsepoxyprimeronbothsideofthesheetandpolyestertopcoat15-18

micron.ThePPGISheetshall haveplasticprotectiveguardfilm of

minimum25micronstoavoid scratchesduringtransportation. The ridge shall be

fixed to the steel membersbypoprivetorself drilling/self stitchingfastners@

maximum 450mm c/c along length of capping/flashingetc complete .

99 Supplyingandfixingvinylflooring overthesurfacehaving1-2mm

thicknessasperdirectedbyengineerinchargeetcas

completed(N.S.) Smt

100 Providingandlaying15mm bambozawoodenflooringasper

architect'sdrawingwithall necessarydetailsasdirectedby the

projectconsultants.Use underlayforbetterresultasper Detail

specificationsanddirected by the project consultants. (N.S.) Approved Rate )

101 Providingandfixing1.20Metre highfencingwith2.0Metrelong M.S. Angleposts

mm x 40 mm x6mmandoilpainting3coats fixedat2.5 Mt,C/c.withfive Horizontan

lines and two diagonals ofgalvanisedsteel barbedwire weighting 9.38 Kg. per

100 Metre, strainedandfixedtoposts

withG.I,staplesincludingfixingthepostsingroundwith0.5Mx0.5.Mx

0.5M.blockinC.C1:5:10etc complete.

102 RenovationandRepairingworkin Chainlinkfencinganysizeand also

refixingworkincl.febrication workwithallmaterailstobe paintedone

coatofprimerand twocoats of paint as directed inline and level. (N.S.)

103 Constructingasink(chowkedi) withC.C.1:2:4,12cm.thickover B.B. masonry in

C.M, (1:6) in front and dwarf wall 1.0 Mt. high and 23 cm.thick

cementplastertomasonry/inC.M.1:3)andcementconcreteflooringin

1:2:4:mix5cm.dia.drainpipeetc.complete. Rmt

Constructingacookingplatform60cm.widthand70cmhighrestingon

B.B.Masonrywalls23cm.thickin C.M. (1:6) with (i) Fixing orprecast

R.C.C.1:2:4)8cm.thick slab with marble chips set in C.M. (1:6) (6 mm

thick terrazo) withplasteringonexposedfaceswallsinC.M.(1:4)etc

ExtrarateforusingReadyMix Concreteofanygradeforbelow

groundleveltoverticaluptoany floor with delivery & suction Pipe & Pump

etc.Therateincludesfule,pumpoperator,skilledlabor,driveretccompleted

andasperdirectionofengineerin charge

P/ATremixwithdewartering machineandfloatermachineon

constructedCCworkforfinishing thesurfaceasperrequirement. The

rateincludingallmachinaries, labor,loading,unloading, transportaion

etccompleteasper directiongivenbyengineerincharge.

Carrying out timber treatment to all wood work including drilling holes and

spraying oil based chemical solution on surface of timber work for

termitecontrolincludinglaborandmaterialetc.complete.UsingChlorpyriphos20ECa

s per 6313 2013 Part III (1% concentration by mass) is recommended one litre

chemical emulsion diluted with 19 liters of kerosene. Total diluted concentration

will be 20 liters inclusive of 1 liter chemical emulsion application in drilled holes

and 0.75 / Litre chemical per one Sqmt two coat on wood surface not protected

by paint or varnish.

Applying general insecticide pest control treatment to floors, cupboards etc

including labour materials etc. complete. Using Imidacloprid 30.5 SCas Per IS

6313 part -II( (0.075% concentration by mass) is recommended 10.5mlchemical

diluted with 5 liters of water application 0.5 litre chemical /Sqm of surface is

recommended as per I.S.

Carring out plinth treatment to post construction / existing structure by spraying

chemicalsolutionfor termitecontroltreatmentincluding

labourandmaterialconsistment withI.S.specification.Using Chlordeneand Chior

purfiles 20 EC.AsPer6131_paret-II ConsentrationWeight on percentis

recommendedi.eonelitre20EC chemicalemulsionwith19 liter give 1%

concrentration inclusive of onelitrechemicalemulsion appicationattherateof5Litre

chemical/Sqmofsurfaceis recommended as per I.S

110 Carrying out wall treatment for termite control including spraying with chemical

solution in oil base including labour and material Using Chlorpyriphos 20 ECAs

per IS 6313 part - II (1% concentration by mass) is recommended i.e one litre

emulsion diluted with 19 liter oil base. Total solution will be 20 liters inclusive of

one liter chemical emulsion application at the rate of 7.5 litre chemical / Sqm of

surface is recommended as per I.S.S

111 Providing erecting and fixing double coated Syntex or equivalent

PVC.(ISI)water tank of required capacityeachwithallnecessaryfittings

andconnection etc. complete on terrace. Litre

112 Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes

(Medium grade) of the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor.

113 (A) 15mm Rmt

Providingandlayingintrenches galvanisedmildsteeltubes (Midium

grade)ofthefollowing nominalbore,andtubefitting (Earthworkin trenchestobe

114 measured and paid for separately)

Makingconnectionofgalvanised Mildsteeldistributionbranchwith

galvanisedmildsteelmain50mmto80mmnominalborebyproviding

andfixingteeincluding cuttingandthreadingthepipes complete.

Providing and fixing to wall ceiling andfloor6.0Kg.F/Cm2working pressure

poluthenepipesofthefollowingoutsideDia.Lowdensidy, completewithspecial

falngecompressiontypefittings,wallclipsetc.includingmaking good the wall ceiling

Providingandfixingtowall ceilingandfloor10.0Kg.F/Cm2workingpressure

polythenepipesofthefollowingoutsideDia.Low densidy, completewithspecial

falngecompressiontypefittings, wallclipsetc. includingmaking good the wall

ceiling and floor.

Providingandfixingcastiron (Spun)Nahnitrap ofthefollowing nominal diameter of

self cleaning design with C.I. screaed down orhigned

gratingincludingcostofcuttingandmakinggoodthewallsandfloor100

mm inlet and 50 mm outlet.(C)100mm dia.

118 Providingandfixingwatercloset squatting Pan (Indian type

W.C.Pan)size580mm(Earth work,bedconcrete,footrestand trapto

bemeasuredandpaidforseparately)(A)VitreousChina.(I)Long pattern=

119 Provdg.&fixingwallmounted White/ColorVitreousChina Europeanwaterclosetwith

integralPtrapof"Cera"-ClairSeries

orequivalentincl.seatcover,ChairBracketetc.completeasperdirection

ofengg.Incharge.(N.S.)

120 Providingandfixingwshdown watercloset(Europeantype,W.C.Pan) with integral P

or S trap including jointingthe trap withsoil pipein CementMortar1:1(1-

Cement:1-finesand)(Sealand cover to be

measuredandpaidforseparately)(A)vitreousChinaPattern:(i)inwhite

121 Provdg. &Fixing Flat Back Large Urinal of White/ colour of "Cera" or "

Hindware"incl.C.P.Brasswastecoupline , waste pipe,

pvcconnectionetc.Complete.(size635x395x420mm) No.

122 Providing & Fixing Angle cock of " EssEss"-Trendseriesor

equivalentstandardmakeasapprovedbyengg.inchargeall

complete.(N.S.) No.

Providingandfixing100mmsize P or S trap for water closet

squattingpanincludingjointingthetrapwiththepanandsoilpipein

124 cementMortar1:1(1-Cement:1-Fine sand)(A) Vitreous China. Each

ProvidingandfixingwashbasinwithsingleholeforpillartapwithC.I.or

M.S.bracketspaintedwhite including sutting holes and making good the

same but excludingfittings.(A)VitreousChina:(ii)FlatBackwashbasin

550 mm x v 400 mm size.(i) In white colour.

ProvidingandfixingKitchensinkwithC.I.orM.S.brackets,paintedwhite

includingcuttingholesinwallsandmakinggoodthesamebutexcluding

fittings.©Vitreous China Sink. (i) 600 mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled edge mirrror ofsuperior

glassmountedon6mmthickA.C.sheetorplywoodsheetandfixingto

woodenplugewith C.P. brass screws and washers. Each

Providing and fixing chromium plated brass halftrun flush cock of approved

128 qualityincludingfixinginpipelineetc.complete.

(1) 20mm dia. No.

(2) 25mm dia. No.

c (3)32mm dia. No.

Provdg.&fixingWhite/Color Vitreous china Counter wash basin with

signleholeforpillartapof "Cera"-Concordseriesof550 x425 mm size to be fiited in

stone counterwithnecessarybrackets paintedwhiteincl. cuttingholes

andmakinggoodthesame.Cost IncludesP/FC.P.brass waste coupline,

32mmdiafisherunion,15mmdia.Pillarcock&Anglecock of " Ess Ess"- Trend series

,32mmdia.Wastepipeetc. completeas perdir.ofengg.in charge.

Providing and fixing washbasin with single holefor pillar tap with C.I. or M.S.

bracketspaintedwhiteincludingsuttingholesandmakinggoodthesamebut

excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x

v400mmsize.(i)Inwhite colour.

Providing&FixingS.S.304Grade Sink of Nirali / Krishna or

Equivalent Make for KitchenPlatformofsize:24":x18"asper

131 Directionofengg.Incharge No.

Providing and fixing C.P. brasstowelrailcomletewithC.P.brassbrackets

fixed to wooden plugswithC.P.brassscews.(B)600mmx

Providingandfixing600mmx120 mmglassshelfwithC.P.brass

bracketandguardrailcomplete mixedtowoodenplugwithC.P.brass screws.

134 Providingandfixingtoiletpaper holder. (A) C.P.Brass Each

Providingandfixingscrewdownbibtapsoffollowingsize.(A)Brassscrew