Repairing work of different municipal buildings in Sarkhej ward of South West Zone. Zone (ARC).

ThesuccessfulbidderwillbepaidbyAMCaspertenderBOQitemrate+premium.

size,shape,compressivestrength&othertechnicalparameterofpaverBlockshallbeasperISstandards&tenderspe

cificationandshallbecompletelysuccessfulbidder'sresponsibility.

●IfincaseoffailureofpaverBlockorifPaverBlockarenotasperthestandards,thesameshallberejected.Successfulbi

ddershallremovesuchfailedpaverblocksimmediatelyformsiteandfixnewpaverblocksasperstandards.

●Thesuccessfulbiddershallproduceacertificate /billfromAmdabadEnviroProjectsPvt.

Ltd.showingquantityofPaverBlockwhichshouldbeminimum50%oftotalquantity.

1.AlltherelevantcausesmentionedintheTenderwhicharerelatedtoaboveclausesshallbereadasmentionedinabo

2.TheaboveAmendmentshallbePartofTenderdocument&shallbeboundtoContractorandshallbesubmittedalo

ngwithothertenderdocumentswithdulysignedandstamped.

Seal and signature of thebidder Add City Engineer

Date :- AHMEDABADMUNICIPALCORPORTION

Tender Fee :Rs 1500.00 Date of submission : 07.04.2026 Time: :18:00 Hrs

Earnest Money : Rs.Rs.30000.00 Date of Opening : 08.04.2026 Time: 17:00 Hrs

Contractor’s Name &Address :

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SEVA SADAN, SOUTH WEST ZONE

Name of Work : Repairing work of different municipal buildings in Sarkhej ward of South West Zone.

S Quant ItemDescription Rate Per Amou

r ity inRs. nt in Rs.

Excavationforfoundationupto1.5mt.depthincludingsortingoutstack

ingof useful material & disposing of excavated stuff upto 50 mt.

1 lead loose or soft soil.(R & B SOR 2023-24)

a 140.00 Upto1.5mt.depth(Itemcode-04B001A) 201.81 Cu.M.

b 65.00 1.5to3.0mt.depth(Itemcode-04B002A) 222.72 Cu.M.

Providing and laying cement concrete 1:5:10 (1-Cement:5- 2,492.51 Cmt.

finesand:10- graded brick bat aggregates 40 mm nominal size)

and curing complete excluding cost of formwork in(A)

Foundation and Plinth.R & B-2023-24- 05006A

Providingand layingcementconcrete work1:2:4 (1-Cement:2- 4,012.47 Cmt.

Coarsesand:4- graded stone aggregates 20mm nominal size ) and

curing complete excluding cost of formwork and reinforcement

for reinforced concrete workin (B)Slabs, landing, shelves,

3 12.00 Balconis, Lintels, Beams, Girder sand Cantilever upto floor

twolevel.(Item code-05011BA) (R & B SOR 2023-24)

Fillingavailableexcavatedearth(excludingrock)intrenches.plinth,si 129.1 Cu.M.

desoffoundations etc.in layers not exceeding 20cm.in depth

consolidatingeachdispositedlayerbyramming and watering. (Item

code-4006) (R & B SOR 2023-24)

Fillinginplinthwithsandunderfloorsincludingwateringramming,co 455.63 Cu.M.

5 90.00 nsolidatinga nddressing complete.(Item code-04007A) SOR

Brick workusing common burnt clay building bricks having

crushing strength notless than 35kg./Sq. Cm .in foundation and

plinth in Cement Mortar1:6 (1-Cement :6 -fine sand) (B)

6 20.00 Conventional(Item code-06002BA) (R & B SOR 2023-24)

a 40.00 infoundation&Plinth 3,981.21 Cmt.

Extraoveritemno-8-a for brickworkinsuperstructureabovefloortwo

level ItemNo.2(6.13) (B)Conventional(Item code-06006A) (R &

Halfbrickmasonryincommonbruntclaybuildingbrickshavingcrushi

ng strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 - coarse sand ) in foundation and plinth (B)

Conventional(Item code- 06008A2A)(R & B SOR 2023-24)

Providing form work of ordinary timber planking soas to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

ceiling not exceeding 4M. and removal of the same for insitu

reinforced concrete and plain concrete work in.(H)(1)Side sand

8 50.00 soffits of Beams Beam Haunchings cantilevers Girders Bressumer 192.15 Sq.M.

sand Lintels notexceeding1M.inDepth. (Item code-09001H1A)(R

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G) Columns

9 20.00 PillarsPosts and struts. (1) Square Rectangular Polygonal in 297.68 Sq.M.

plan.(Item code-09001G1A)SOR 2023-24

ProvidingTMTBarFE415reinforcement for

R.C.C.workincludingbending, binding and placing in position

1,130.00 complete upto floor two level (Item code- 05014BA)SOR 2023- 66.59 Kg.

1 Providing and laying polished Kota stone slab flooring over

1 20mm (Average) thickbase of cement mortar1:6(1-cement:6-

coarsesand)orL.M.1.1.5 laid over and jointed with grey cement

90.00 slurry including rubbingand polishing etc.complete. (B) 30 mm 1,085.48 Sq.M.

thick (Item code-14012BA)SOR2023-24

Providing and laying polished kota stone slab 25mm thick in

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

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

1 gray cement slury mixed with pigment to match the shade of slab

120.00 including rubbing and polishing etc. complete.(Item code- 1,176.03 Sq.M.

Providing and laying white glazed tiles 6mm thick in flooring

tread sofstep sand landing laid on a bed of 12mm thick cement

1 mortar 1:3(1-cement:3- coarse sand)finishing with flush pointing

3 in white cement. (Item code- 14008AA) (R & B SOR 2023-24)

Providing and laying white glazed tiles 6mm thick in skrting

risers of steps and dedo on10 mmthick cement plaster1:3(1-

1 cement:3-coarsesand)andjointed with white cement slurry (Item

4 code-14009AA) (R & B SOR 2023- 24)

Providing and laying Vitrified tiles 8 to10 mm thick ,24''x24'' in

flooring treads of step sand land in glaid on a bed of 12 mm thick

cement mortar 1:3 (1-cement:3- coarsesand) finishing with flush

140.00 pointingin white cement.(Item code-14008CA) (R & B SOR 1,062.50 Sq.M.

Providing and laying polished granite stone slab18 mm thick 1

side ploished jointed with gray cement slurry including rubbing &

1 polishing etc. complete.(Item code-M253) (R & B SOR 2023-24)

Providing 15 mm thick cement plaster n single coat on Rough

(Similar) side of single or half brick walls for interior plastering

up to floor two level and finished even and smooth in

1 (i)Cementmortar1:3 (1-cement:3-sand).(Item code-17002A) (R &

20mm thick sand faced cement plaster on walls upto 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

1 C.M. 1:1 (1-cement : 1-sand) etc. complete.(Item code-17009)(R

Colourwashingwithlimeonwall surface(twocoats)overand

includingaprimarycoatofwhite washingtogiveanevenshade after

throughbroomingthe surface toremovealldirt,dust,mortar dropsand

1 other foreigh matter.(18007)(R & B SOR 2023-24)

Finishing wall with Apex Ultima Acrylic paint of " Asian Paint "

orequivalent on wall surfaces (two coats) to give required even

shade after application of Exterior Primer of Approved Brand &

1,200.00 Manufactures after thoroughly brushing the surface to remove a 79 Sq.M.

2 Provdg. & laying S.W. Gully trap with brick masonry chamber & 1,279.40 No.

1 water tight G.T.Stone including fixing of covervSquare mouth

15.00 trap 100 mm x100 mm size P-Trap (Item code-24006AA) (R & B

Providing erecting and fixing double coated ISI water tank of

2 required capacity each with all necessary fittings and connection

5,000.00 etc. complete on terrace.(Item code-22014) (R & B SOR 2023- 3.91 Litre

Providing and fixing castiron (Spun) Nahni trap of the following

nominal diameter of selfcleaning design with C.I. Screaed down

or higned gratingin cluding cost of cutting and making good the

12.00 wall sand floor 100mminletand50mmoutlet.(C)100mm dia.(Item 600.08 No.

2 Providing laying and jointing in true line and level U.P.V.C. Pipe

4 ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help

of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testingofpipeand

jointsand fixingthesame withadhesivesolvent,including cost of all

materials.(R & B SOR 2023-24)

Providingandfixingtowallceilingandfloor10.0KgF/Sqcmworking

pressurepolythelenepipesofthe

followingoutsidediameter,lowdensity,completewithspecialflangec

ompressiontypefittings,wallclips etc. making goodwall ceiling

and floor.(R & B SOR 2023-24)

a 90.00 (A)75mmdia(Itemcode-23004F) 274.68 Rmt.

b 10.00 (C)110mmdia(Itemcode-23004G) 332.91 Rmt.

Providing and fixing water closet squatting pan (Indian type

W.Cpan) size 580mm (earthwork,bedconcrte,footrest sand trap to

be measured and paid for seperately )(A) Vitreous China(I) Long

2 pattern whitecolour.(Item code- 23009) (R & B SOR 2023-24)

Providingandfixingwashdown watercloset(Europeantype,

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

withsoil pipe inCementMortar1:1(1- Cement:1-finesand)(Sealand

2 cover to be measured and paid forseparately)(A)vitreousChina

7 Pattern :(i) in white colour(Item code-23010) (R & B SOR 2023-

Providing and fixng chromium plated brass half turn flush cock of

2 approved quality including fixing in pipe line etc.cmplete.(R & B

8.00 (1)25mmdia.(Itemcode-23032B) 261.16 Each

Providing and fixing washbasin with single hole for pillar tap

with C.I.or M.S.bracket spainted with including cutting hole sand

making good the same but excluding the fittings.

2 (A)vitreousChina (II)Flatback washbasin 550mmx400mm size (I)

9 Inwhite colour.(Item code-23018) (R&B SOR2023-24)

Providing and fixing chromium plated, bottle trap with

3 necessarycoupling so f approved qualityforwash basin.(Item

Providing and fixing 600mm x 450mm bevelled edge mirrror of

superiorglass mounted on 6mm thick A.C. sheet or plywood sheet

3 and fixing to wooden pluge with C.P. brass screws and

1 washers.(23024) (R & B SOR2023-24)

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

bracket fixedto woodenplugswithC.P brassscrews.(B) 600mmx

12.00 20mm size.(Item code-23025)(R & B SOR 2023-24) 597.22 Each

Providing and fixing screw down bibtaps of following size.(B)

Brass chromium plated screws down Bib Tap. (i) 15mm dia.(Item

Providing and fixing pillartap,capstan head, screw down high

3 pressure with screws, shank sandback nuts. (i) 15mm dia (Item

3 ProvidingandfixingGunmetal checkornon-returnfullwaywheel

5 valve.(R & B SOR 2023-24)

a 2.00 (A)15mmdia(Itemcode-23031A) 184.98 No.

b 1.00 (B)20mmdia(Itemcode-23031B) 201.8 No.

c 2.00 (C)25mmdia(Itemcode-23031C) 416.47 No.

d 5.00 (D)40mmdia(Itemcode-23031E) 656.86 No.

Providing and fixing Urinal of approved quality including

connection with trap and with integrallongitudinal flush pipe.(A)

3 Squating plate pattern white earthenware 550mm x 300mm.(Item

ProvidingandfixingM.S.grillsof required pattern to wooden

frames of windowsetc.withM.S.flatsat requiredspacingsandframe

alround,squareor round

barswithroundheadedboltsandnutsorbyscrews

2.00 (A)PlainGrill.(Itemcode-10025AA)(R&BSOR2023-24) 100.17 Kg.

fixing35mmthickshuttersforDoors,windowsandclearstory

3 windows including an odised alluminium but thinges with

8 necessary screws.(A) Indian TeakWood.(R & B SOR 2023-24)

a 2.00 (II)Fullypanelled(Itemcode-10030B) 5,285.45 Sq.M.

b 15.00 (III)Partlypanelled&partlyglazed(Itemcode-10030C) 4,940.25 Sq.M.

Providing cement vata (10cmx10cmsize) quarter roundin cement

3 mortar 1:1 including neat cement finishing, waterin getc.

115.00 complete.(Item code-17015)(R & B SOR 2023-24) 23.45 Rmt.

Carring out plinth treatment to post construction / existing

structure by sprayingchemicalsolutionfor

termitecontroltreatmentincludinglabourandmaterialconsistment

withI.S.specification.Using ChlordeneandChiorpurfiles20

EC.AsPer6131_paret-II Consentration Weight on percentis

recommendedi.eonelitre20EC chemicalemulsionwith19liter give

4 1% concrentration inclusive of one litrechemicalemulsion

0 appicationattherateof5Litre chemical/

Sqmofsurfaceisrecommended asper I.S(Itemcode-22007)(R & B

Conveyance charge of Earth,Lime, Murrum, building rubbish 326.73 Cu.M.

4 earch manureor sludge and excavatedrock and fly ash,aggregate

15.00 of any kindetc.comp.upto 5 km lead.(Item code-030201A1)(R &

30.57 ExtraRateABOVE5Km. &UPTO 10Km. 7.41 Cu.M.

20.00 ExtraRateABOVE10Km.&UPTO 15Km. 6.56 Cu.M.

Providingandlayingbrokenchine

mosaicflooringforterraceusing12mmto

20mmbrokenpiecesofglazedtilestobelaidovercementmortar1:3topl

ain or slope and to be tempered to bring mortar creme out upto

4 surface using white cement including rounding off junctions and

70.00 extending them upto 15cm along the wall,clearing with water and 739.89 Sq.M.

oxalic acid etc. as directed.(Item Code-14035)(R & B SOR 2023-

4 Painting two coats (excluding priming coat) on new steel and 86.94 Sq.M.

3 other metal surface with enamel paint, brushing, interior togivean

even shade including cleaning the surface an even shade

90.00 including cleanicn the surface of all dirt,dustandother foreign

matter. (Item Code-19002)(R & B SOR 2023-24)

4 Painting one coats (excluding priming coat) on previously painted 54.35 Sq.M.

4 steel and other metal surface with enamelpaint, brushing to givean

even shadeincluding cleaning the surface of all dirt, dustand other

foreign matter.(Item Code-19003)(R & B SOR 2023-24)

4 Paintingonecoats(excludingprimingcoat) onpreviouslypainted 55.13 Sq.M.

5 wood andwoodbasedsurface with enamel paint, to give an even

shade including cleaning the of all dirt, dust and other foreign

2.00 matter.(b) Ready mixed paintbrushing priming for enamel.(Item

Code-19012)(R & B SOR 2023-24)

4 Demolition of Brick work and stone masonry including stacking 544.95 Cum

6 of serviceable materilas and disposal of unserviceable materials

8.00 withall ead and lift.(ii) In Cement Mortar.(Item Code-20003B)(R

Dismentlingdoors, windows, ventilatorsetc.(wood 185.85 each

orsteel)shuttersincluding chowkhat sarchitraves, hold fasts and

4 other attachment etc.complete and stacking them with in all lead

7 and lift.(i)Notexceeding 3 Sq.M. in area.(Item Code-20013A)(R

Demolition including stacking of serviceable materilas and

4 disposalof unserviceable materials with all lead and lift. (i) R.C.C.

1.00 work.(Item Code- 20002)(R & B SOR 2023-24) 1,047.38 cmt

Dismentaling tiled of stone floors laid in mortar including

4 stacking of serviceable materilasand disposal of unserviceable

1.00 materials withall lead and lift.(Item Code-20005)(R & B SOR 47.25 Sq.M.

Dismantling santtary fittings like wash basin W.C. pan Indian and

5 European type, flushing tank etc. including stacking the materials

12.00 with all lead and lift.(Item Code-20016)(R & B SOR 2023-24) 401.63 each

Dismentling C.I. Pipes G.S.W. pipe sabd A.C.rainwate rpipes

5 with fittingsand clampsncludingstackingthe

1 materialswithallleadandlift(foranydia,of pipe).(Item Code-

5 Providing corrugated G.I sheets with iron JorL hooks ,bolts & 719.93 Sq.M.

2 nuts 8mm. Diameter with bitumen & G.I.limpetashers. Filled with

white lead complete excluding the cost of purlins, rafter sand

1.00 trusses. (I) 0.80mm. thicksheet.(Item Code-15001A)(R & B SOR

5 Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality 1,930.00 Sq.M.

. & Color / Pattern as per Consultant's design also includes

3 required fabrication structure in the grid of 2'-0x2'-0 size using

hollow pipe of 16 gauge & size 2"x1"& 1"x1",G.I. & Bitumen

Washers,Silicon paste application for fixing the sheet.Rate also

82.00 include necessary bending,cutting,labour charges,Zinc Primer

coat & Two coats of oil painting of color as approved by

consultants & making good the wall.

5 Providing&Fixinginposition Alluminium doors with frame using 2,900.00 Sq.M.

4 approved quality anodised extruded alluminium section as

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

101.6x44.45mm(b)Shutterbottomvertical&topsection83.5x44.45

(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

kg/mt)incl.providing&installing5mmthickapprovedcolor

2.00 Acrylicsheetofstandard qualityfixedwithglazingchipson upper

pannel&Laminatedsheet onlowerpannel(wtt.0.13kg/Rmt)

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

5 Providing and fixing extruded aluminum window having extruded 2,119.14 Sq.M.

ColourPowderCoatedsectionframemainoutersize127mmx38.10m

mx1.35mm,@Wt.1.384Kg/mt,horizontalFourtrackmembersize122

[email protected]/mt,verticalmemberofsi

ze122.20mmx31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with

12.00 sliding shutters of horizontal member size 40mm x18mm

x1.29mm@ wt.of0.456Kg/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

fittingsandfixturesandtransparentsiliconsealantglassfixingtoframe

asper details etc(Item Code-11026)(R & B SOR 2023-24)

Providing&Fixinginposition Alluminium vents with frame using 1,950.00 Sq.M.

approvedanodisedextruded alluminium section as approved by

Engg.In charge.(Jindalalluminium) unitsequivalentFrame

5 sectionof63.50 x38.50mm.(wt.0.68Kg/Rmt)incl.Providing&

12.00 Installing5mmthickGlassof standard quality etc. comp.

Providing and Fixing 1 H.P. Electrical monoblock or submarcible 6,800.00 No.

5 water pumps withmotor and required cable and switchboard

2.00 ofapprovedbrand and make etc.comp.as directed.

Providing and Laying of Rubber Moulded Paver Block 501.6 Sq.M.

Grey/Coloured60 mm thick, M-35 Grade of any size

shape(Usually Uni-Paver Blocks)using black trap good

qualityaggragate of 20 mm nominal size for footpath,

parkingareas, service lanes and other areas as mentioned in the

drawing / instruction of engineer incharge. Cost includes

formworks using rubber mould, Rate providing and laying paver

blocks as per required grading and specification. The paver block

shall be mechanicallycompacted. 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

5 paver blocktobenecessary.ifcuttingofpaverblocknecessarythenit

8 shouldbecut by machine only and carting. The finished surface of

the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel

or such type of materials shall not be allowed for production.

Laying on 5 cms thick sand

5 Supplyingandfixingof300mm-L x 15 mm-B x 380 mm- 350.89 Rmt.

9 HKerbblock forFootpathin M-20grade using20 mmnominal

sizeblacktrap aggregateof Sevaliya/Timbaor equivalent

qualityforpre-cast blocks, reasonablyexposed finish/

formwork,mouldwithwell equippedwith vibratory system for

kerbstonesofapproved design includingcuring,etc.complete,

including thecost of formwork etc. complete.Therateshallalso

includenecessarycuttingof asphalt,fixingtheKerbstonesin

lineandlevelon 5cm thick sand bedding withnecessary

equipmentsandmaterials.The rate shallalsoincludetheflush

pointing in CM (1:3) for all joints of thekerbstones. Filling of zari

alone thesidesofthekerbstonefixed with Bituminous concrete

Bituminousconcrete / C.C. mixed in proper positiontoflushwiththe

roadsurfaceasdirectedby Engineerin changetoforma portable

mixture.a) Laying on5 cm thick Sand Bedding Constructing

asink(chowkedi)withC.C.1:2:4,12cm.thickoverB.B. masonry in

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

thickcementplasterto masonry / in C.M.1:3) and cement concrete

flooringin1:2:4:mix5cm.dia.drain pipe etc.complete. (Item Code-

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

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

23 cm. thickcementplasterto masonry / in C.M.1:3) and cement

6 concrete flooringin1:2:4:mix5cm.dia.drain pipe etc.complete

0 .(Item Code- 22003)(R & B SOR 2023-24)

Constructingacookingplatform60cm.widthand70cmhighrestingon

B.B. Masonry walls 23 cm. thick

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

6 with marble chips set in C.M.(1:6)(6mm thickterrazo)with

8.00 plastering onexposedfaceswalls in C.M. (1:4) etc complete .(Item 933.98 Rmt.

code-22004A)(R & B SOR 2023-24)

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

instructionof engineerin 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 weldedtoMSpipewith MSflatas instruction

given.TheM.SpipeandtheM.S angle frame are to be painted one

coat of primer and two coats of paintas directed in line and

levelProviding andfixing1.20 Metre high fencing with 2.0 Metre

12.00 long M.S. Angle posts 40mmx 40mmx 6mm and oil painting 1,230.00 Rmt.

3coats fixed at 2.5 Mt,C/c.withfive Horizontan lines and two

diagonals of galvanised steel barbed wire weighting 9.38 Kg. per

100 Metre, strained and fixed to posts with

G.I,st0.5M.blockinC.C1:5:10etccomplete.(R&B-2023-24-

001)aplesincludingfixing thepostsin ground with 0.5Mx0.5.Mx

6 Providing andfixing1.20Metre high fencing with 2.0 Metre long 385.4 Rmt.

3 M.S. Angle posts 40mmx 40mmx 6mm and oil painting 3coats

fixed at 2.5 Mt,C/c.withfive Horizontan lines and two diagonals

of galvanised steel barbed wire weighting 9.38 Kg. per

3.00 Metre, strained and fixed to posts with G.I,staplesincluding

fixingthepostsingroundwith 0.5Mx0.5.Mx0.5M. blockin

C.C1:5:10etccomplete.(R&B-2023-24-22001)

Providing and fixing PVC Printed pain colour false ceiling with

grid typewith alluminium frame consisting of 600mm x 600mm

3mm thick plain PVC sheet usedaspanelinsertina frame

workmade usinganodizedalluminiumT section of size 1 x 1 (235 x

25mm, 19 gauge or 1 mm thick) in square pattern of grid sizes of

2 x 2 (600 x 600mm) The alluminium frame work

issupportedfromthecceilingwiththehelpofG.I.hookandG.I.wire/6m

6 M.S.rodsofrequiredsizesto

17.00 maintainproperleveletc.Thealuminiumframe work is supported on 766 Smt.

side wall with the use of alluminium L section of size 1 x1 (25 x

25mm) angles etc. complete as per direction of Engineer in

charge. Manufactures specification and drawing.(R & B-2021-22-

Renovation and Repairing work in Chainlink fencinganysizeand

also refixingworkincl. febrication work withall

6 materailstobepaintedonecoat ofprimer and twocoats of paint as

38.00 directed inline and level. (N.S.) 735 Rmt.

6 Providing & Fixing Stair / Balcony Railing as per Consultant's 965 Rmt.

6 Design from M.S.square Rectangular,Round pipe of required Dia,

M.S.Flat,Angle,channel & other sections of required size as per

detail work includes cutting,bending,welding,grinding,Fixing

2.00 with necessary supports - holdfasts,Application of one coat of

Zinc Primer,Two coats of Oil Painting etc.complete.(N.S.)

6 Providing and fixing of Roller blind curtain/blackout. The fabric 2,610.00 Smt.

7 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 glare and

7.00 sunlight radiance upto a minimum of 80%.The fabric shall be

flame retardant.

6 Providing and fixing 30 mm thick 1,135.02 Smt.

8 FACTORYMADESOLIDPANEL

PVCDOORSHUTTERconsisting of frame made out of M.S.tubes

of 19 gauge thickness and size of 19 mm x 19 mm for stiles and

15 mm x 15 mmfor to p and bottom rails.M.S. frames hall have a

coatof steel primers of approvedmake and manufacture, M.S.

frames hall be coveredwith5mm

thickheatmouldedPVC‘C’channelofsize30x50mmformingstiles,

and5 mm thick 75 mm wide PVC sheets for to prail, lock rail and

bottomrail on either side, and 10 mm (5 mm x 2) thick, 20 mm

widecrossPVC sheet as gap insert for to p rail and bottom

rail,Panellingof5stiles and railswith 30mm wide x 5mm

7.00 thickPVCsheetbeadingon eighter side,andjoinedtogether

withsolventcementadhesive,. Anadditional5 mm thick PVC strip

of 20 mm width is to be stculkon the interiors ideofthe‘c’ channel

using PVC solventcement adhesive etc. complete as per direction

of Engineer incharge, manufacture’s specification and drawing.R

Providingandfixingglazed louveredglasswindowsand ventilators

6 with teak wood frame 10 cm.x 7 cm.size including 3 coats of oil

3.00 painting to wood work etc.complete. (upto 10 ton)R & B-2023- 4,102.54 Smt.

Providing and laying 40 mm thick marble chips flooring rubbed

and polished (I.E.terrazo) to granolithic finish with under layer

mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-

graded stone aggregate10mm anddown gauge) and to player

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-Marble powder by weight)

7 in proportion of 4:7 (4- Cement:7-marblechipsby

0 volume)(C)MediumShadepigment withapprox50%

whitecementand 50%ordinary cement (In top layer only) (upto

ton)AMC-SOR-2015-16-14001C

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polishedtoGranolithicfinishto player6

mmwhite,blackor whiteandblack marble chips of size

fromsmallest to4mm nominal size laid in cement marble powder

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

2.00 proportionof4:7(4-cementmarblepowdermix:7- 869.4 Smt.

marblechipsbyvolume) (B) Light shade pigment with white

cement (In top layer only)R & B-2023- 24-14001BA

7 Wall painting(twocoats)withplastic emulsionpaint ofapproved 78.44 Smt.

2 brand and manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free from

88.00 mortar droppings and other foreign matter and sand papered

smooth.R & B-2023-24-18031

Extraoveritemforeverysubsequentcoatofwallpaintingwithplastic 33.39 Smt.

13.00 emulsion paint of approved brand.R & B-2023-24-18032

Extra over itemfor painting withplastic emulsionpaint

10.00 ofapprovedbrand on ceilings and sloping roofs.R & B-2023-24- 5.36 Smt.

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

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

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

3 pointing inwhite cement. (upto 10 ton)R & B-2023-24-14008DA

Distempeing (Twocoats)withoil bounddistemperofapproved brand

andmanufactureandof required shade on wall surfaces to give an

even shade, over and including a priming coat with

distemperprimerof approved brandandmanufactureafter

7 thoroughlybrushingthe surface free from mortar droppingand

113.00 other foreign matter andalso includingpreparingthesurface even 76.08 Smt.

and sand papered smooth.R & B- 2023-24-18021

Extra Coat for Above Item over abovefor every subsequent coatof

4.00 approved brand and manufacture.R & B-2023-24-18024 30.09 Smt.

Applying two coats of Birla (white cement based) or Asian

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

approved brand andmanufacture on new wall surface to give an

7 even shade including thoroughly brushing the surface free from

5 mortardropping and other foreign matter and sand papered

smooth.R & B-2023-24-19032

Removingandscrapingofold deteriorated plaster of any thickness

from wall /R.C.C memberincludingstackingof serviceable

7 material anddisposalofunserviceable fromsiteofwork

30.00 withallleadand lift.R &B-2023- 24-20045 19.38 Smt.

Labourworkforfixinginterlockingblocks/anykindofpavementonupt

o50mmthsandbedding,levelling,

7 wateringandfixinginline&levelaswellcleaningthe site etc.comp. as

7 directed.SOR - (Jan. -2016) for Central Verge / Footpath / Stone

7 Providing, supplyingand fixing precast C.C. blocks (M-20) edge 219 Rmt.

8 kerb having size of 75 x 300 x 300 mm depth and as per design

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

joints incl. necessary excavation of asphalt, soil etc..completed.

7 Providingandsupplyingoflabour

9 fornecessarymanualexcavation,cleaning, Shifting of Material Or

any other, or for any other work as directed by Engineer In

charge. The Rate includes Handcart with Mazdoor

112.00 Labourcharges-Mazdoor(Female).R&B-2023-24-L021 450 EACH

2.00 Labourcharges-Mazdoor(Male.)R&B-2023-24-L022 493 EACH

3.00 Labourcharges-SupervisionforMachinery.R&B-2023-24-L029 711 EACH

7.00 Fitter/Plumber/Mason.R&B-2023-24-L025 697 EACH

7.00 WELDER/GascutteratDay/night.R&B-2023-24-L030 689 EACH

LetteringandletteringchargesandprintingMuni.corporationsymbol

8 with help or skilled artist including colour costst.

Prismaticgradereflectivesheetingwithsuperhighperformancedurabl

e,micro prismatic material confirming to type XI as per ASTM-D

4956 -09 & Cutting , pestingletter according to IRC standard in

8 dual language withmicro prismatic material confirming to type

1 XIsmatic confirming to type XI

Excavation of pit of manually necessary labour of size .6*.6*.6 m

for as per above MS Structure foundation of pole for any size.

8 The grade of concrete should be M-20 the item rate include

3.00 carting, filling, with available earth and should be proper be level 1,000.00 No.

up to ngl,as directed by Engineer in charge

Dismentlingbarbed wire in fencingincluding makingrolls and also

including dismentling fencing posts including all earth work

concrete in baseand makinggoodthe disturbed ground stacking

8 useful materials as directed and disposing as directed and

5.00 disposing of the unserviceable materials withall lead and lift.R & 66.15 Rmt.

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

and:8-hand brokenstone aggregates40mmnominalsize) and curing

8 completeexcluding cost of formworkin (A) Foundation and Plinth

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

sand : 6- hand broken stone aggregates 40 mmnominal size) and

8 curing complete excluding cost of formwork in (A) Foundation

5 and Plinth..R & B-2023-24- 05003A

8 Providingandlayingcementconcretework1:2:4(1- Cement:2- 3,923.53 Cmt

6 Coarsesand:4-gradedstone

aggregates20mmnominalsize)andcuring complete excluding cost

of formwork and reinforcementforreinforcedconcreteworkin(A)

6.00 Foundations,footings,BaseorcolumnsandMass concrete.R & B-

8 Providing and laying in position Ready Mixed M-150 grade 3,790.21 Cmt

reinforcedcementconcterework,usingcementcontentasperapproved

Design Mix manufactured in fully

automaticbatchingplantandtransported to site of work intransit

mixer for a lead up to 10 kms having continuousagitated mixer,

manufactured asper mix design ofspecified grade for reinforced

cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost ofcenteringshuttering

finishing and reinforcement including cost of admixtures

10.00 inrecommended proportions as per IS:9103toaccelerate/retard

setting ofconcrete, improve work ability without impairing

strength and durability as per directionof theEngineer-in-charge.

Without Fly Ash (Min cement level asper latest IS456 shall be

maintained) (Cement level 320 kg )R & B-2023-24-

8 Providing and laying in position Ready Mixed M-200 grade 4,793.10 Cmt

reinforcedcementconcterework,usingcementcontentasperapproved

Design Mix manufacturedin fully

automaticbatchingplantandtransported to site of work intransit

mixer for a lead up to 10 kms having continuousagitated mixer,

manufactured asper mix design ofspecified grade for reinforced

cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centeringshuttering

finishing and reinforcement including cost of admixtures in

20.00 recommended proportionsasper IS:9103toaccelerate/retard setting

of concrete, improvework abilitywithout impairingstrength and

durability as per directionof theEngineer-in-charge. Without Fly

Ash (Min cement level asper latest IS456 shall bemaintained)

(Cement level 400 kg )R & B-2023-24-

8 Providingandlayingcoloured glazedtilesof the size 300mmx200 1,426.95 Smt.

mm/300mmx450mmx8mminskirting,risersofstepsanddedoon

15.00 10mm.thickcementplaster1:3(1cement:3coarse sand)&jointed

withwhite cement slurry.R & B-2023-24-14036

9 Providing & Fixing Door closer - complete of Approved make to 474.58 No.

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

9 Providing & Fixing Angle cock of " EssEss"-Trendseriesor 675 No.

1 15.00 equivalentstandardmakeas approvedbyengg.inchargeallcomplete.

Providing &FixingPVCBodyChromiumFinishHealthFaucet

withFlexible Pipe of Approved Brand & Manufactures with

9 holder etc.complete as per direction of engg. in charge.

ProvidingandfixingUrinalor approved quality including conecting

the Urinal withwaste pipe,tapetc.complete.(A)Whiteearthen

9 wareflatbackor corner type size 430mm x 260mm x350mm.R &

Providing and fixing plain asbestos cement sheet 6 mm thick in

partitions including fixing to fames with screws etc, complete

9 with 50 mm x 12 mm Deodar wood beading (Frames to be paid

4 separately) (upto 10 ton)AMC- SOR-2015-16-10020

Providingand fixinginpartitions4

mmthickmediumhardboardofapproved quality including fixing to

fames with screws etccomplete with 50 mm x 12 mm teak wood

9 beading (Frames to be paid separately) (upto 10 ton)AMC- SOR-

Providing in line level plumb, fabricatingandfixingthreerow

horizontal barbed wire fencing and punched tape concertina coil

of 9 turns per meter of 610 mm dia fixed with clips on top of the

angle iron posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacingshall be 0.5 mm thick and 19 mm

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

manufacture's specification. Therate shallalsoinclude providing

9 and fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm @3.00

6 mt.c/c spacing embaded in RCC column, angle posts shall be

painted with one coats of red oxide and two coats of enamel paint

of approved quality at top compound wall.

(in words also)

CONTRACTOR'S SIGNATURE ADD CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South West Zone, Zonal Office", Opp.karnavati club, Jodhpur Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Repairing work of different municipal buildings in Sarkhej ward of South

West Zone. Zone (ARC).

2 Time Limit 12 Months

3 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.3000000.00

5 Earnest Money Deposit Rs.25000/-(Demand Draft, Pay order, Bank Guarantee (As per finanance

circular No 56) or Cheque in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand Draft

or Bank Guarantee shall be from Nationalized Bank and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill. It

will be released along with release of payment of Final Bill.

7 Tender fees Rs.1500/-Demand Draft / Pay order infavour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

South West zone) , Ahmedabad Municipal Corporation, Late Shree Tushar

Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway,

Jodhpur, Ahmedabad-380015

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.07.04.2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.08.04.2026 at 17.00 Hrsto Assistant Manager "South west Zone

Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club,

S.G. highway, Jodhpur, Ahmedabad-380015

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed

Documents post/ Hand Delivery/ Courier in sealed covers as described in submission

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall be

Specification applicable.

14 GST ltKtkFtðþvhevºtlkch - 31, yb>tJt> BGþrlrm5j ftuvtuohNlbtkÍtuljytuVem / v.J.yu. / «tusu¾x rJCtdîththtuz /

<t.07-07-2017 Bþsc rcÕz´d/jtEx/c{es Ft<tytuîthtcnthvtzJtbtk ytJujt xuLzh suLþk mcbeNl<t.01-07-

2017 vAe fhJtLþk &tg Au, <uJt <btbxuLzhtubtk<&t nJuvAe cnthvtzJtbtk ytJlth Wvhtuf<

rJCtd / Ft<tltk <btb xuLzhtubtk (bxehegj + juchmÃjtgmt&u)

GSTltltuxeVefuNlBþscGST sgtk jtøþ vz<t untug ðgtk, m>hnwkftblt Bidder yu GST

ltuxeVefuNl Bþsc le yuÃjefucejexe ægtlbtk htFelu huxLþkcez´dfhJtLþkhnuNu.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add City Engineer

(SouthWest Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

No. of works (Rs.) (Rs.) Period

1 Repairing work of different municipal Rs.3000000.00 Rs.25000/- 12 months

buildings in Sarkhej ward of South

2. Tender (a complete set of bidding document) fee shall be Rs. 1500/- in the form of Demand Draft

/ Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of

submitting the tender.

3. Interested bidders shall download the tender documents from website http://amc.nprocure.com

and http://nprocure.com. up to Dt.30.07.2025 at 18:00 hrs tender fee as mentioned in clause

above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION,

Ahmedabad. Bid Security will have to be in any one of the forms as specified in Clause of ITB

(Instructions to Bidders).

All Bids must be delivered to Assistant Manager "South West Zone, Zonal Office", Late Shree Tushar

Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway, Jodhpur, Ahmedabad-

Seal and Signature of the Bidder Add City Engineer

(SouthWest Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

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 can not stop the work due to on availably of labour force. In case progress is delayed,

contractor shall be penalized 0.1% of Tender amount per day for work done after time limit,

maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes. Exluding GST as perAs

per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal Corporation.

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. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by

the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean

as 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, width and depth (height)------- 0.01 Meter.

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

(iii) Cubic Contents ------0.01 Cu.Mt.

15. 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. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

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'

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 work.

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

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 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 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. Time limit is to be considered as per given LOI of different approved estimate of workIn failure

complete of work in Specify time limit liquideddamages fordealy close will be applicable .

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) 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 City Engineer

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12Month 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 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

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

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 City Engineer

& STAMP (South West Zone)

SPECIFICATIONS OF MATERIALS

This section gives detail specifications for mainly used materials, for other materials refer

Building Specifications. For materials relevant specification of Building Specification shall

TECHNICAL SPECIFICATIONS

Name of Work : Repairing work of different municipal buildings in Sarkhej ward of South West Zone.

Item No.1 : Demolition of Brickwork and stone masonry including stacking of serviceable material

sand disposal of unserviceable materials with all lead and lift. (a) R.C.C. work, (b) In

Cement Mortar. (c) Brick tile covering. (d) tiled of stone floors(e) G.I.sheet roofing.

Demolition of Brickwork and stone masonry including stacking of serviceable material

sand disposal of unserviceable materials with all lead and lift. (a) R.C.C. work, (b) In Cement

Mortar. (c) Brick tile covering. (d) tiled of stone floors(e) G.I.sheet roofing.

The rate shall be for a unit of one cubic metre for A,B and SMT for C,D,E

Item No.2 : Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including

sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead

loose or soft soil, girding, lighting, fencing the trenches.

Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including

sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead loose

or soft soil, girding, lighting, fencing the trenches..

The rate shall be for a unit of one cubic metre.

Item No.3 :Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

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

Loose or soft soil

The rate shall be for a unit of one cubic metre.

Item No.4 : Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by

ramming and watering.

The rate shall be for a unit of one cubic metre.

Item No.5 : Filling in plinth with sand under floors including watering ramming, consolidating and

complete, The rate shall be for a unit of one cubic metre.

Item No.6 : Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including,

complete, The rate shall be for a unit of one cubic metre.

Item No.7 : Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 Hand broken

stone aggregates 40mm nominal size) and curing etc complete excluding costof

formwork in. (A) Foundation & Plinth.

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 Hand broken

stone aggregates 40mm nominal size) and curing etc complete excluding costof formwork in

(A) Foundation & Plinth.

The rate shall be for a unit of one cubic meter.

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

and placing in position complete upto floor two level (upto 10 ton)

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level (upto 10 ton) The rate shall be for a unit

of one cubic meter.

The rate shall be for a unit of per KG.

Item No.9 : Providing and laying Controlled Cement Concrete M-200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete (upto 10 ton), (B) Walls, from

top of foundation level upto floor two level, (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level., (D)Columns, pillars, posts and

struts upto floor two level. (E) Flat surfaces such as soffits of supspened floors slabs

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

Providing and laying controlled cement concrete M.200 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete (upto 10 ton), (B) Walls, from top of foundation

level upto floor two level, (C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

Cantilever upto floor two level., (D)Columns, pillars, posts and struts upto floor two level. (E)

Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc.

upto 200 mm in thickness.

The rate shall be for a unit of one cubic meter. and item E shall be for a unit of smt.

Item No.10 : Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1

including neat cementfinishing, watering etc. complete.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including

neat cementfinishing, watering etc. complete.

The rate shall be for a unit Running meter.

Item No.11 : Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-

Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing complete

Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-Cement : 2 coarse

sand : 4 stone aggregate 10 mm nominal size) and curing complete

The rate shall be for a unit of smt.

Item No.12 : Brick work using common burnt clay building bricks having crushing strength not

less than 35 kg/Sq.cm. in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine

sand) (B) Conventional.

Brick work using common burnt clay building bricks having crushing strength not less

than 35 kg/Sq.cm. in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand)

(B) Conventional

The rate shall be for a unit of one cubic meter.

Item No.13 : Extra for brick work in superstructure above plinth level

upto floor two level (A) Modular

Extra for brick work in superstructure above plinth level

upto floor two level (A) Modular

The rate shall be for a unit of one cubic meter.

Item No.14 : Providing form work in ordinary timber planking so as to give a rough finish

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

centering below supporting floor to celling not exceeding 4 M & removal of the same for

in situ reinforced or plain concrete work in (A) Foundation, footings, bases of columns

etc. and mass concrete.

Providing form work in ordinary timber planking so as to give a rough finish including

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

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

plain concrete work in (A) Foundation, footings, bases of columns etc. and mass concrete.

The rate shall be for a unit of per sq. meter.

Item No.15 : Provdg. 15 mm. thick cement plaster in single coat on fair side of brick concrete walls

for interior plastering upto floor two level and finished even and smooth in. (II) Cement

mortar 1:4 (1 cement : 4 sand)

Provdg. 15 mm. thick cement plaster in single coat on fair side of brick concrete walls for

interior plastering upto floor two level and finished even and smooth in. (II) Cement mortar

1:4 (1 cement : 4 sand)

The rate shall be for a unit of per sq. meter.

Item No.16 : 20 mm. thick sand face cement plaster on walls upto height of 10 mm. and above

ground level consisting of 12 mm. thick backing coating of C.M. 1:3 (1 cement : 3 sand)

and 8 mm. thick finishing coat in C.M. 1:1 (1 cement :1 sand) etc.complete.

20 mm. thick sand face cement plaster on walls upto height of 10 mm. and above ground

level consisting of 12 mm. thick backing coating of C.M. 1:3 (1 cement : 3 sand) and 8 mm.

thick finishing coat in C.M. 1:1 (1 cement :1 sand) etc.complete.

The rate shall be for a unit of per sq. meter

Item No.17 : Colour washing with lime on undecorated wall surfaces (Two coats) over and

including priming coat of white washing to give even shade including thoroughly

brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.

Colour washing with lime on undecorated wall surfaces (Two coats) over and including

priming coat of white washing to give even shade including thoroughly brooming the surface

to remove all dirt, dust, mortar drops and other foreign matter.

The rate shall be for a unit of per sq. meter

Item No.18 : Providing and fixing 1.20 meter high fencing with 2.0 meter long M.Sangle posts

40mm x 40mm x 6mm and oil painting three coats, fixed at 2.50meter C/C with five

horizontal lines and two diagonals of galvanised stell bar bed wire weighing 9.38Kg

/100Rmt, strained and fixed toposts with G.I. staples, including fixing the post

singround with 0.50 meter x0.50 meter x 0.50 meter block in C.C 1:5:10 etc complete.

Providing and fixing 1.20 meter high fencing with 2.0 meter long M.Sangle posts 40mm

x40mm x 6mm and oil painting three coats, fixed at 2.50meterC/Cwith five horizontallines

and two diagonals of galvanised stellbar bedwire weighing 9.38Kg /100Rmt, strained and

fixed toposts withG.Istaples, including fixing the post singround with 0.50 meter x0.50 meter

x 0.50 meter block in C.C 1:5:10 etc complete.

The rate shall be for a unit of per Rmt.

Item No.19 : Providing and fixing M. S. Gate of required pattern to M. S. Flats at required spacing

and frame alround, square or round bars with round headed bolts and nuts or by

screws : As per Instruction Engineer incharge.

Providing and fixing M. S. Gate of required pattern to M. S. Flats at required spacing and

frame alround, square or round bars with round headed bolts and nuts or by screws :As per

Instruction Engineer incharge .

The rate shall be for a unit of per KG

Item No.20 : Conveyance Charge of Earth, Lime, Murrum, Building Rubbish, Manual Garbage,

Sludge, Excavated Rock, Fly Ash, Aggregate of Any Kind Etc. Comp.Up To 5.0 Km.

All the surplus earth/excavated material etc. shall be carried away immediately from the

site of work to a place within distance specified in the relevant item or as directed and ordered

by the Engineer, so as not to cause any inconvenience to the public traffic. If the instructions

are not complied within 7 days from the date of order to cart the surplus materials and clear

the site, the said work shall be carried out by the Municipal Corporation at the risk and cost of

the contractor and no claim or dispute shall be entertained in this respect.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if

necessary to clear the road surface.

The rate shall be for a unit of per Cmt.

Item No.21 : Providing and laying broken chine mosaic flooring for terrace using 12 mm to

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 out upto surface using white cement including rounding off

junctions and extending them upto 15 cm along the wall,clearing with water and oxalic acid etc. as

Providing and laying broken chine mosaic flooring for terrace using 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 out upto surface using white cement including rounding off junctions and extending them upto

cm along the wall,clearing with water and oxalic acid etc. as directed

The rate shall be for a unit of per Smt

Item No.22 : Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer.

filled with white lead complete excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead

complete excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

The rate shall be for a unit of per Smt.

Item No.23 : Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or

L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or L Hooks and nuts

8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet.

The rate shall be for a unit of per Smt.

Item No.24 : Supplying And Fixing Nimbhada Ladi 37 To 50 Mm Thick For Walk-Way, Covering

The Activity Of Excavation, Ramming, Laying On Sand Bedding As Per Requirement To

Fix The Nibhada Stone In Line & Level With Cement Pointing In Cement Mortar 1:2 Etc

Complete As Directed.

Supplying And Fixing Nimbhada Ladi 37 To 50 Mm Thick For Walk-Way, Covering The Activity Of

Excavation, Ramming, Laying On Sand Bedding As Per Requirement To Fix The Nibhada Stone

In Line & Level With Cement Pointing In Cement Mortar 1:2 Etc Complete As Directed.

The rate shall be for a unit of per Smt.

Item No.25 : Providing and fixing Rajula stone 75mm thick 60mm x 45mm size including fixing in

cement mortar as directed.

Providing and fixing Rajula stone 75mm thick 60mm x 45mm size including fixing in cement mortar as

The rate shall be for a unit of per Smt.

Item No.26 : Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and dedo on

10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry

Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry

The rate shall be for a unit of per Smt.

Item No.27 : 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

jointed with gray cement slurry including rubbing and polishing complete. (A) Marble slab 25mm

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 jointed with gray cement

slurry including rubbing and polishing complete. (A) Marble slab 25mm thick

The rate shall be for a unit of per Smt.

Item No.28 : Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in flooring tread sofstep

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

finishing with flush pointing in white cement. (upto 10 ton) Bulding S.O.R. 15 /16, item

Providing and laying Vitrified tiles 8to10mmthick, 24''x24'' in flooring treadsofstep sand

landing laidonabed of 12mm thick cement mortar1:3(1-cement:3-coarsesand) finishing with

flush pointing in white cement. (upto 10 ton) Bulding S.O.R. 15 /16, item no : 14.29-C1.

The rate shall be for a unit of per Sq.mt.

Item No.29 : Providing and laying polished Kotastone slab flooring over 20mm (Average)

thickbaseofcemen tmortar1:6 (1-cement:6-coarse sand) or L.M. 1.1.5 (1-Limeputty:1.5-

coarsesand) laidover and jointed with grey cement slurry mixed with pigment tomatch

theshade of slab including rubbing and polishing etc.complete. (A) 25mm thick (upto

ton) Bulding S.O.R. 15 /16, item no : 14.29-C1.

Providing and laying polished Kotastone slab flooring over 20mm (Average)

thickbaseofcemen tmortar1:6 (1-cement:6-coarse sand) or L.M. 1.1.5 (1-Limeputty:1.5-

coarsesand) laidover and jointed with grey cement slurry mixed with pigment tomatch

theshade of slab including rubbing and polishing etc.complete. (A) 25mm thick (upto 10 ton)

Bulding S.O.R. 15 /16, item no : 14.29-C1.

The rate shall be for a unit of per Sq.mt.

Item No.30 : Providing and Fixing Sheet Glass ordinary quality bedded in putty and fixed with

wooden beadings including the cost of wooden beadings of first-class teak wood and

necessary cutting of glass. (3)3mmthick.

Providingand fixing sheet glass ordinary quality beddedin putty and fixed with wooden

beadings including the costof wooden beadings of first-classteakwood and necessary

cuttingofglass. (3) 3mmthick

The rate shall be for a unit of per Sq.mt.

Item No.31 : Providing and fixing Wash Down Water Closet (European type W.C. Pan)within

tegral Por Strapi including jointing the trap with soil pipe in cement mortar 1:1

(1cement:1finesand) (seat and cover to be measured and paid for seperately)

(A)VitreousChina (I) Long pattern whitec olour.(bldg sor 15-16)

Providing and fixing Wash Down Water Closet (European type W.C. Pan)within tegral

Por Strapi including jointing the trap with soil pipe in cement mortar 1:1 (1cement:1finesand)

(seat and cover to be measured and paid for seperately) (A)VitreousChina (I) Long pattern

whitec olour.(bldg sor 15-16)

The rate shall be for a unit of per No.

Item No.32 : Providing and fixing Water Closet squatting pan (Indian type W.C pan) size 580mm

(earthwork, bedconcrte, footrests and trap to be measured and paid for seperately)

(A)VitreousChina (I)Long pattern whit ecolour..(bldg.s.o.r,15-16)

Providing and fixing Water Closet squatting pan (Indian type W.C pan) size 580mm

(earthwork, bedconcrte, footrests and trap to be measured and paid for seperately)

(A)VitreousChina (I)Long pattern whit ecolour..(bldg.s.o.r,15-16)

The rate shall be for a unit of per No.

Item No.33 : Providing and laying polished granite stone slab 18mm thick in risers of steps

dedoand pllars laid on 10mm thick cement mortar 1:3 (1 cement:3 coarsesand ) and

jointed with gray cement slurry including rubbing & polishing etc. complete.

(bldg.s.o.r,15-16).

Providing and laying polished granite stone slab 18mm thick in risers of steps dedoand

pllars laid on 10mm thick cement mortar 1:3 (1 cement:3 coarsesand ) and jointed with gray

cement slurry including rubbing & polishing etc. complete. (bldg.s.o.r,15-16).

The rate shall be for a unit of per Sq.mt.

Item No.34 : Providing and laying whit Glazed tiles 6mm thick in flooring tread sofsteps & landing

on a bed of 12mm thick cement mortar 1:3 (1cement : 3 coarsesand) finished with flush

pointing in white cement. (bldg.s.o.r,15-16).

Providing and laying whit Glazed tiles 6mm thick inflooring tread sofsteps & landing on a

bed of 12mm thick cement mortar 1:3 (1cement : 3 coarsesand ) finished with flush pointing

in white cement. .(bldg.s.o.r,15-16).

The rate shall be for a unit of per Sq.mt.

Item No.35 : Providing and fixing 600mmx450mm bevelled edge mirror of superior glass mounted

on 6mm thick A.C shee or plywood sheet and fixed to wooden plugs with C.P. Brass

screws (B) 600mm x 20mm size. (bldg.s.o.r, 15-16).

Providing and fixing 600mmx450mm bevelled edge mirror of superior glass mounted on

6mm thick A.C shee or plywood sheet and fixed tow ooden plugs with C.Pbras sscrews (B)

600mm x 20mm size. .(bldg.s.o.r,15-16)

The rate shall be for a unit of per No.

Item No.36 : Providing and fixing to Wall Ceiling and Floor 6.0Kg.F/Cm2 working pressure

poluthene pipes of the following out side Dia. Low density, complete with special falnge

compression type fittings, wall clips etc. including making go other wall ceiling and

floor. (B) 25mm. (bldg.s.o.r,15-16)

75 mm (bldg sor 15-16)

110 mm (bldg sor 15-16)

Providing and fixing to wall ceiling and floor 6.0Kg.F/Cm2 working pressure poluthene

pipes of the following out side Dia. Low density, complete with special falnge compression

type fittings, wallclips etc . including making go odther wall ceiling and floor.(B) 25mm.

(bldg.s.o.r,15-16)

75 mm ( bldg sor 15-16)

110 mm ( bldg sor 15-16)

The rate shall be for a unit of per Rmt.

Item No.37 : Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S.

brackets painted white including sutting hole sand making good the same but excluding

fittings. (A)Vitreous China : (i)Flat Back wash basin 550mm x 400mm size. (ii)In white

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets

painted white including sutting hole sand making good the same but excluding fittings.

(A)Vitreous China : (i)Flat Back wash basin 550mm x 400mm size. (ii)In white colour.

The rate shall be for a unit of per No.

Item No.38 : Providing and laying cement concrete flooring 1:2:4 (1-cement:2-coarsesand:4-graded

stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of

neat cement. (A)40mm thick. (upto 10 ton).(bldg.s.o.r,15-16)

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

stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat

cement.(A)40mm thick. (upto 10 ton).(bldg.s.o.r,15-16)

The rate shall be for a unit of per Smt

Item No.39 : Providing and fixing C.P.brass towel rail comlete with C.P.brass brackets fixed to

wooden plugs with C.P. brass scews. (B) 600mm x 20mm size. (bldg.s.o.r,15-16)

Providing and fixing C.P.brass towel rail comlete with C.P.brass brackets fixed to wooden

plugs with C.P. brass scews.(B) 600mm x 20mm size..(bldg.s.o.r,15-16)

The rate shall be for a unit of per No.

Item No.40 : Providing and fixing screw down bib tap soffollowing size. (A)Brass screw down

bibtap appolished bright. (i)15mm dia. (bldg.s.o.r, 15-16)

Providing and fixing screw down bib tap soffollowing size. (A)Brass screw down bibtap

appolished bright. (i) 15mm dia..(bldg.s.o.r,15-16)

The rate shall be for a unit of per No.

Item No.41 : Providing and fixing brass screw down stop tap.(C) 25mm dia.

Providing and fixing brass screw down stop tap.(C)25mm dia.

The rate shall be for a unit of per Each.

Item No.42 : Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (i)

Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (i) 25mm dia.

The rate shall be for a unit of per Each.

Item No.43 : Providing and fixing Urinal of approved quality including connection with trap and

with integral longitudinal flush pipe.(A) Squating plate pattern white

earthenware 550mm x 300mm.

Providing and fixing Urinal of approved quality including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern white earthenware 550mm x

The rate shall be for a unit of per Each.

Item No.44 : Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg.

The rate shall be for a unit of per Each.

Item No.45 : Constructing Slab type Chamber of following size including excavation, refilling,

BBCC (1:5:10), for foundation, C.C.Channel (1:2:4) finished, 15 mm thick cement

plaster inside & outside in CM 1:3, finishing with cement slurry, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered masonary in CM 1:5, RCC

Slab in CC 1:1.5:3, including Centering & reinforcement but excluding the cost of

chamber seat cover etc..completed. (A) 0.60 X 0.45 mt. size Inside Clear, Depth from

to 0.90meter for pipe dia <=150mm. 0.75 X 0.75 mt. size (Inside Clear) Depth from

to 1.20 meter for pipe dia <=20 mm

Constructing Slab type Chamber of following size including excavation, refilling, BBCC

(1:5:10), for foundation, C.C.Channel (1:2:4) finished, 15 mm thick cement plaster inside &

outside in CM 1:3, finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps

35 cm c/c at 35 cm staggered masonary in CM 1:5, RCC Slab in CC 1:1.5:3, including

Centering & reinforcement but excluding the cost of chamber seat cover etc..completed. (A)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150mm. 0.75 X

0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia <=20 mm

The rate shall be for a unit of per no.

Item No.46 : Labour charges for cleaning U.G. & O. H. tank by modern science technology with six

stage process as below (1) Dewatering existing water by submersible pump. (2)

Hydrojetting by 150 kg. per sq.cm pressure. (3) Vaccum cleaning to suck the sludge &

Turbidity on bottom surface (4) Heat air system by 80 degree c. tmp. for drying corners

& all sides of tank. (5) Anti bacterial chemical spraying to all surface of tank and then

(6) Ultra violet radiation pan Treatment to tank in this six stages on site classic supply

etc. shall be provided by Muni. Corporation. without charging any extra cost. The

complete tank ckeaning by mono cleaning systems as directed, rate of above process are

as below capacity of tank. (Approved Rate) (a)up to 10000 ltrs, (b)10001 to 20000 ltrs,

(c)above 20000 ltrs.

Labour charges for cleaning U.G. & O. H. tank by modern science technology with six stage

process as below (1) Dewatering existing water by submersible pump. (2) Hydrojetting by

150 kg. per sq.cm pressure. (3) Vaccum cleaning to suck the sludge & Turbidity on bottom

surface (4) Heat air system by 80 degree c. tmp. for drying corners & all sides of tank. (5)

Anti bacterial chemical spraying to all surface of tank and then (6) Ultra violet radiation pan

Treatment to tank in this six stages on site classic supply etc. shall be provided by Muni.

Corporation. without charging any extra cost. The complete tank ckeaning by mono cleaning

systems as directed, rate of above process are as below capacity of tank. (Approved Rate)

(a)up to 10000 ltrs, (b)10001 to 20000 ltrs, (c)above 20000 ltrs.

The rate shall be for a unit of per no, for item a nd b or for c unit per 1000 ltrs.

Item No.47 : Chainlink fencing: chainlink fencing (4' 0" tall) with necessary 3"Diametre M.S. pipe

of size 1.50 mts. and frame of 35x35x5 mm M.S. angle and fixing with 25x5 mm M.S.

flat, including necessary foundation work with R.C. C. 1:2:4, of size atleats 350mm x

350mm x230mm rate also incudes painting all the steel works with one coat of primer

coat and 3 coats of approved brand and shade oil bound enamel paint, etc, complete.

The spacing of the chain link shall be not more than 50 mm c/c, and the gauge of the

wire used shall be 10 gauge.

Chainlink fencing: chainlink fencing (4' 0" tall) with necessary 3"Diametre M.S. pipe of size

1.50 mts. and frame of 35x35x5 mm M.S. angle and fixing with 25x5 mm M.S. flat, including

necessary foundation work with R.C. C. 1:2:4, of size atleats 350mm x 350mm x230mm rate

also incudes painting all the steel works with one coat of primer coat and 3 coats of approved

brand and shade oil bound enamel paint, etc, complete. The spacing of the chain link shall be

not more than 50 mm c/c, and the gauge of the wire used shall be 10 gauge. The rate shall be

for a unit of per smt.

Item No.48 : P/F masonary wall with porbandar lachiya stone with well dressed groove as per

directed by engineer in charge for foundation plinth or super structure level

(above plinth level up to floor two level ) in cement morth 1:5 (1 cement :5 fine

sand ) including pointing the joint with white cementand yellow oxidine powder

in proportion to match stone color the joints should be thread grooved as per

exi.lake stone pitching appearance

stone masonary walls/stone dressed single faced (size 15"x8"4") cmt

stone copoing (size15"x8"x4") Rmt

stone copoing (size 15"x8"x9") Rmt

stone coloum (size 15"x15") cmt

stone coloum top size 20"x20"x9" no

Providing and fixing Film on glass as per requirement Smt

The rate shall be for a unit as per above table.

Item No.49 : Providing and fixing Film on glass as per requirement

Providing and fixing Film on glass as per requirement and as per inst. given by Engg. incharge.

The rate shall be for a unit of per smt.

Item No.50 : Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling,

transporting pipes to work site, unloading lowering in trnch such as cement sand,

hemp bitumen as directed, incl. watering the trenches spreading and carting

away of surplus.

Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling, transporting

pipes to work site, unloading lowering in trnch such as cementsand, hemp bitumen as

directed, incl. watering the trenches spreading and cartingaway of surplus.

The rate shall be for a unit of per Rmt.

Item No.51 : Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement :

3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with

Cement Mortar 1:3 (1- Cement : 3-coarse sand) finished with a floating coat of neat

cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand

:4-stone aggregate 20mm nominal size) finished smooth complete including curing and

festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick

msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse

sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in

cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and

frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse san The rate shall be for a unit of per

Rmt.d) (2) B type depth 1.50 Metre for 150mm diameter sewer.

The rate shall be for a unit of per Each.

Item No.52 : Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as

directed including necessary fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials. The rate shall be for a unit of per rmt.

Item No.53 : Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

The rate shall be for a unit of per rmt.

Item No.54 : Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40)

for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

The rate shall be for a unit of per rmt.

Item No.55 : Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

The rate shall be for a unit of per rmt.

Item No.56 : Making Connection to the ex. M.H.in running sewer incl. Dewatering and other

required machinery etc. of following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions. etc..complete. a)150 mm to 300 mm

Making Connection to the ex. M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete. a)150 mm to 300 mm dia.

The rate shall be for a unit of per no.

Item No.57 : Providing and Fixing 1 H.P. Electrical Monoblock or Submarcible Water Pumps with

motor and required cable and switch board of approved brand and make etc.comp.as

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 directed.

The rate shall be for a unit of per Set.

Item No.58 : Making connection of galvanised mild steel distribution branch with galvanised mild

steel main 50 mm to 80 mm nominal bore by providing and fixing tee including cutting

and threading the pipes complete. (As per Building SOR 2015-16)

Making connection of galvanised mild steel distribution branch with galvanised mild steel

main 50 mm to 80 mm nominal bore by providing and fixing tee including cutting and

threading the pipes complete. (As per Building SOR 2015-16)

The rate shall be for a unit of per Each.

Item No.59 : Provdg. and fixing Cast PVC/C.I. (Span) Nahni Trap of the following nominal

diameter of self clenising design with C.I. scread down or hinged gratiing incl. cost of

sutting & making, good the walls and floors 100 mm inlet and 50 mm outlet etc.comp.

(Based on Building SOR 2015-16, P-263 - Item code-23008)

Provdg. and fixing cast PVC/C.I.(Span) Nahni trap of the following nominal diameter of

self clenising design with C.I. scread down or hinged gratiing incl. cost of sutting & making,

good the walls and floors 100 mm inlet and 50 mm outlet etc.comp. (Based on Building SOR

The rate shall be for a unit of per Each.

Item No.60 : Providing Erecting and Fixing Double Coated Syntex PVC. (ISI)Water Tank of

required capacity each with all necessary fittings and connection etc. complete on

Providing erecting and fixing double coated Syntex PVC. (ISI) watertank of required

capacity each with all necessary fittings and connection etc. complete on terrace.

The rate shall be for a unit of per ltr.

Item No.61 : Providing and fixing S.W. Gully Trap with C.I. grating brick masonry chamber and

water tight C.I.cover with frame of 300mmx300mm size (inside) withstandard weight.

(i)Square mouth traps. (A)100mm x 100mm size P type. (upto 10 ton)(As per Building

SOR2015-16) (item No.24.19)

Providing and fixing S.W. Gully Trap with C.I. grating brick masonry chamber and water

tight C.I.cover with frame of 300mmx300mm size (inside) withstandard weight. (i)Square

mouth traps. (A)100mm x 100mm size P type. (upto 10 ton)(As per Building SOR2015-16)

(item No.24.19)

The rate shall be for a unit of per Each

Item No.62 : Providing & Fixing Door Closer-complete of Approved make to wooden/Alluminium

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

Providing & Fixing Door Closer-complete of Approved make to wooden/Alluminium

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

The rate shall be for a unit of per No.

Item No.63 : Painting One Coats (excluding priming coat) on previously painted steel and other

any surface with Enamel paint, Brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

Painting One Coats (excluding priming coat) on previously painted steel and other any

surface with Enamel paint, Brushing to give an even shade including cleaning the surface of

all dirt, dust and other foreign matter.

The rate shall be for a unit of per Smt.

Item No.64 : Finishing wall with water proofing cement paint on wall surfaces (two coats) to givean

approved brand and manufacturer & required shape even shade after thoroughly

brushing the surface to remove all dirt & remains of loose powdered materials.

Finishing wall with water proofing cement paint on wall surfaces (two coats) to givean

approved brand and manufacturer & required shape even shade after thoroughly brushing the

surface to remove all dirt & remains of loose powdered materials.

The rate shall be for a unit of per Smt.

Item No.65 : Finishing wall with Apex Ultima Acrylic paint of approved brand and manufacture

and of shade required on undecorated wall surfaces to give an even shade, over and

including a priming coat with alkali resistance primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar droppings, and

other foreign matter and also including preparing the surface even and sand -papered

Finishing wall with Apex Ultima Acrylic paint of approved brand and manufacture and of

shade required on undecorated wall surfaces to give an even shade, over and including a priming

coat with alkali resistance primer of approved brand and manufacture after thoroughly brushing

the surface free from mortar droppings, and other foreign matter and also including preparing the

surface even and sand -papered smooth.

The rate shall be for a unit of per Smt.

Item No.66 : Painting & Lettering (With Painting/Radium Patti) charges and printing

Muni.corporation symbol with help of skilled artist including colour cost.

Painting & Lettering (With Painting/Radium Patti) charges and printing Muni.corporation

symbol with help of skilled artist including colour cost.

The rate shall be for a unit of per no.

Item No.67 : Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of approved brand and manufacture

after thoroughly brushing the surface free from mortar dropping and other foreign

matter and also including preparing the surface even and sand papered smooth.

Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of approved brand and manufacture

after thoroughly brushing the surface free from mortar dropping and other foreign

matter and also including preparing the surface even and sand papered smooth.

The rate shall be for a unit of per Smt.

Item No.68 : Providing and fixing Rubber Met Solling 10mm Thick Flooring for Exist Floor, Fixing

& Jointing with apply Quality Sticking material as per Engg. in Charge.

Providing and fixing Rubber Met Solling 10mm Thick Flooring for Exist Floor, Fixing &

Jointing with apply Quality Sticking material as per Engg. in Charge.

The rate shall be for a unit of per Smt.

Item No.69 : Providing and fixing 35 mm thick shutters for Doors, windows and clear story

windows including anodised alluminium butt hinges with necessary screws.(A) Indian

Teak Wood (1) Fully Panelled .

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows

including anodised alluminium butt hinges with necessary screws.(A) Indian Teak Wood (1)

Fully Panelled.

The rate shall be for a unit of per smt.

Item No.70 : Providing and fixing 35 mm thick shutters for Doors, windows and clear story

windows including anodised alluminium butt hinges with necessary screws. (A) Indian

Teak Wood(iii) Partly panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows

including anodised alluminium butt hinges with necessary screws. (A) Indian Teak

Wood(iii) Partly panelled and partly glazed.

The rate shall be for a unit of per smt.

Item No.71 : Providing and Fixing Approved brand Curtain as per instruction of Eng. incharge .

Providing and Fixing Approved brand Curtain as per instruction of Eng. incharge

The rate shall be for a unit of per sq.feet.

Item No.72 : Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having

Tegular edge & 15 mm Thick Densified edges on the Tile Periphery for Extra Strength

The Light weight calcium silicate ceiling tiles shall have , light reflection 85% non-

combustible as per B.S. 476 part IV, 100% humidity resistance and also having

thermal conductivity0.043° w/m KC.for the best thermal Insulation . The Light weight

calcium Silicate tile shall be of approved texture Fine fissured/ Spintone/Cosmos

having NRC value of 0.5 & Globe having NRC value of 0.75 NRC or equivalent of size

595 X 595 mm to be laid on true horizontal level suspended inter locking metal grid of

hot dipped galvanized steel sections (galvanizing @120 grams per sqm including both

side) consisting of main ‘T’ runner suitably spaced at joints to get required length and

size of 24X38mm made from 0.30 mm thick (minimum) sheet, 1200mm centre to

centre, and cross ‘T’ of size 24X28mm made out of 0.33mm (Minimum) sheet spaced

1200mm along spaced between main ‘T’ at 600mm centre to centre to form agrid of.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.73 : Providing and fixing single layer waterproof gypusm board 12.5 mm thick of the

make Newgood Group Co. Ltd. or equivalent & Newgood Group Co. Ltd. company

sections using waterproof board of size 1220 mm x 1830 mm x 8.0 mm suspended by G.I

suapender of size 25 mm x 3 mm with intermediate channel of size 18 mm x 40 mm x

0.80 mm at 1220 mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm

at 457 mm center to center and perimetre chanel A of size 20 mm x 27 mm x 30 mm x

0.50 mm at edges & drops including paper tap sand sofit cleat, anchor fastener, scoch

bolt connecting cleat joining compound top coat on ceiling including making necessary

opening for light fitting, diffuser etc. complete as per detail drawing as directed.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.74 : Providing and fixing window having extruded aluminum Colour Powder Coated

section frame main outer size 95mm x 24mm x 1.17mm (of Jindal Section no:2459 @

wt.of 0.738 Kg/mt), horizontal Three track member size 92mm x 31.75mm x 1.30mm (of

Jindal Section no:8688,@ Wt.1.07 Kg/mt), vertical member of size 92mm x 31.75mm x

1.50mm (of Jindal Section no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of

horizontal member size 40 mmx18mm x1.29mm (of Jindal Section no:8947@ wt.of

Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (of Jindal Section no:8949 @

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.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.75 : Providing & Fixing in position Alluminium doors with frame using approved quality

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

alluminium )(a) Frame sections 101.6x44.45 mm b) Shutter bottom vertical & top section

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

installing 5 mm thick approved color Acrylic sheet of standaed quality fixed with glazing

chips on upper pannel & Laminated sheet on lower pannel (wt. 0.13 kg/ Rmt) etc. comp.

as direction of engg.in charge.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.76 : Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED SOLID PVC

DOOR SHUTTER consisting of frame made out of M.S. tube of 19m gauge thickness

and size of 19mm x 19mm for styles and 15mm x 15mm for top, lock and bottom rails

M.S. frame shall have a coat of steel primer of approved make and manufacture, M.s.

frame shall be covered with 5mm thick heat moulded PVC ‘C” channel of size 75mm x

30mm x 50mm out of which 10mm shall be bent at 90 degree towards inner side on front

face of the door forming stiles. For top rail and bottom rail, M.S. frame shall be covered

with 5mm thick, 100mm wide PVC sheet out of whch 10mm shall be bent of 90 degree

towars inner side on front face of the door. M.S. frame at lock rail shall be covered with

125 mm wide PVC sheet out of which 10mm on both the edges shall be bent at 90 degre

on front face of the door and 75mm wide PVC sheet shall cover the M.S. frame at top,

lock and bottom rail on side of door, 5mm thick 20mm wide cross PVC sheet as gap

insert for tp and bottom rail.PVC sheet beading of 15mm thck (5mm x 30, 15mm wide

to be stuck, internally with solvent cement adhesive in stiles and rails. Glass panel will

be fitted exernally in the clear space available between the stiles and rails and fixed

between PVC sheet of stiles and rails bent at 90 degree on front face and 15mm x 10mm

‘L’ shape outer beading nailed on stiles and rails at the back side. So that the ‘L’ shape

PVC beading can be removed

Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED SOLID PVC DOOR

SHUTTER consisting of frame made out of M.S. tube of 19m gauge thickness and size of

19mm x 19mm for styles and 15mm x 15mm for top, lock and bottom rails M.S. frame shall

have a coat of steel primer of approved make and manufacture, M.s. frame shall be covered

with 5mm thick heat moulded PVC ‘C” channel of size 75mm x 30mm x 50mm out of which

10mm shall be bent at 90 degree towards inner side on front face of the door forming stiles.

For top rail and bottom rail, M.S. frame shall be covered with 5mm thick, 100mm wide PVC

sheet out of whch 10mm shall be bent of 90 degree towars inner side on front face of the

door. M.S. frame at lock rail shall be covered with 125 mm wide PVC sheet out of which

10mm on both the edges shall be bent at 90 degre on front face of the door and 75mm wide

PVC sheet shall cover the M.S. frame at top, lock and bottom rail on side of door, 5mm thick

20mm wide cross PVC sheet as gap insert for tp and bottom rail.PVC sheet beading of 15mm

thck (5mm x 30, 15mm wide to be stuck, internally with solvent cement adhesive in stiles and

rails. Glass panel will be fitted exernally in the clear space available between the stiles and

rails and fixed between PVC sheet of stiles and rails bent at 90 degree on front face and

15mm x 10mm ‘L’ shape outer beading nailed on stiles and rails at the back side. So that the

‘L’ shape PVC beading can be removed

The rate shall be for a unit of per smt

Item No.77 : Providing and fixing standared extruded of alluminium section 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 window.

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x

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 window.

The rate shall be for a unit of per smt

Item No.78 : 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.(A) 15mm

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per rmt.

Item No.79 : 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.(B) 20mm

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per rmt.

Item No.80 : 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.(C) 25mm

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per rmt.

Item No.81 : 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.(E) 40mm

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per rmt.

Item No.82 : 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.(E) 50mm

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per rmt.

Item No.83 :Providing And Fixing 2.00 mm Thick F.R.P. Sheet Of Good Quality And Standard

Make Rate Also Includes Necessary Fabrication Structure In The Grid Of 1'-6'' X 1'-

6'' Size Using Hollow Pipe Of Size 3/4" X 3/4", 2'' X 1'' & 1'' X 1'' Rate Also Inclusive

Necessary Bending, Cutting And Fabrication Charges And Priming Coat And 2 Coat

And 2 Coats Of Oil Paint Of Shade Approved By Engineer In -Charge Rate Also

Included Filling up Groove and Joints with silicon

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.84 : Carrying Out Plinth Treatment to Post Construction/Existing Structure By

Spraying Chemical Solution For Termite Control Treatment Inclusive Labour And

Materials Consistant With I.S.I. Specification.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.85 : Providing and fixing M.S. Grills of required patern to wooden frames or windows

etc.with M.S, Flats at required spcings and fram alround,round bars with round

headed bilds and nuts or by screws (A) Plan grills. also for Girlls, M.S. gate

raling,(Angles,Flats Pipes, Tees,Channels etc.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per Kg.

Item No.86 to 100: All items are of electric material should be of branded and as per inst.of engg

The rate shall be for a unit of per No.

Item No.101 : Providing and fixing in position collapsible steel shutters with vertical channels 20 x

10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of

T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts, nuts, locking

arrangements, stoppers handles including applying a priming coat of red lead paint

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per smt.

Item No.102: Providing and fixing M.S. fan clamps of shape and size as specified in existing R.C.C.

slab including cutting chase and making good.

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per each.

Item No. 103: 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 using rubber mould, Rate providing and laying paver

blocks as 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 thick sand bedding.

The scope of work includes manufacturing, supplying and laying of precast paver blocks at various Retail

outlets. The work includes :Verification of the existing site condition and advising our project in charge

to lay suitable base course if required.

Contractors are required to satisfy themselves with quality of sub grade, sub -base course before the paver

blocks are laid and suggest strengthening if required.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver

blocks.Manufacturing of paver blocks in your plant as per requirements in technical specification

enclosed.Supplying of paver blocks at site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification, within shortest possible time

the site is public place hence care should be taken to ensure that the routine activities shall not be

disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results as per

requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost for

such tests to be borne by party.The contractor shall guarantee that all material and components designed,

fabricated, supplied and laid by him shall be free from any type of defect due to faulty material and/or

workmanship/erection for a period of One year from the date of completion of work. However, the

contractor One years shall render free mintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.

The machine should have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should

be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should

equipped with automatic control panel for maintaining water cement ratio from batch to batch to obtain

concrete of uniform quality and strength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials into

mixer and conveyor belt for transportation of concrete from mixer to concrete block making machine to

maintain quality of wet cement.

The factory should have well designed curing area to ensure adequate curing of paver blocks.

1.4 Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1). Systematic record of test results of various paver blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour

pigment of 3% by weight of cement. The colour shade shall be “RED” as selected by AMC before

commencement of the work. White cement shall be used for colored pavers to obtain the desired colour

shade. The job also includes providing 50 mm thick sand bedding to match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from

the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be

as per attachment.

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same should be

retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling

after vibration on the paver S urface.

The concrete mix design should be followed for each batch of materials separately and automatic

batching plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of

the surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm

X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be

cured properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri hex or

directed by Addl .C.E.

Chamfer 4mm to 6mm along top edges Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

(+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

(Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 35 N/Sqmm for 60mm

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks..

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be Min. 35 N/Sqmm.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix C.

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix D.

Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I

(Specifications for Concrete Masonry Units) – Appendix E.

Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than

blocks, shall be divided into ten approximately equal groups. Three blocks shall be drawn

from each group.

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the

designated section of part thereof, and the consignment represented by the sample, are

clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid

damage to the paving in transit. Protect the paving from damage and contamination until

they have been tested. The testing shall be carried as soon as possible, after the sample

has been taken. As soon as practicable after sampling. The samples shall be stored in

water at 20 degree C ± 5 degree C for 24 hours prior to testing.

The mode of measurement shall be on Smt. basis.

Item No. 104: Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath

in M-20 grade using 20mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of formwork etc. complete. The

rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessary equipments and materials. The rate

shall also include the flush pointing in CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete

Bituminous concrete / C.C. mixed in proper position to flush with the road surface as

directed by Engineer in change to form a portable mixture..

Trenches of specified width and depth shall first be mode along the edges of the wearing course of

the road or along the line of pave block flooring to receive the restraint block.

The bed of the trenches shall be compacted manually with steel rammers or a firm and even

surface and then stones shall be set in sand bedding

The edge restraint blocks shall be laid with their length running parallel to the paving edge, true in

line and gradient.

The joints of blocks shall be not more than to mm and filled with the CM 1:2 (1 cement : 2 fine

sand/) which shall be cured for 7 days.

The edge shall be restored and all surplus earth including rubbish etc. disposed off as directed by

the engineer in charges.

Length of the finished work shall be measured in running meter along the edge of the paving correct to a

cm. Rate The rate shall include the cost of the materials and labour including stone of specified materials

involved in all the operation described above.

Item No. 105: P & f app.quality for brass baby latch (door stopper) as per inst of engg in charge

.etc.comp (app.rate)

All material should be of approved brand. as per inst of engg.incharge

The rate shall be for a unit of per no

Item No. 106: Supplying carpenter for repairing doors with nece material like stopper, hinges,

handle, glass etc comp. as per instruction of Engineer in charge etc. (App Rate)

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per no.

Item No. 107: Provding & fixing Aluminum section partition with powder coating using 2.5'' x 1.5''

all section work incl.p/f 5 mm thick glass in upper portion and 10 mm th. Novapan

panel in lower section Work incl.fixing the partition in wall/floor with

nece.screws,rubber gasket & other fittings etc.comp. as directed by engg.incharges.

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt.

Item No. 108: Providing and fixing handle (M.S.) 4 inch size in with necessary fitting in wooden

windows including removal of old fitting if any etc completed as directed.I00873

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per no.

Item No. 109: Half Brick Masonry In Common Burnt Clay Building Bricks Having Crushing

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

Coarse Sand) In Foundation and plinth .(P.87,Ch.6,Item No.6.3,06008A2)

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt.

Item No. 110: Extra for Half brick work Super Structure Upto Floor Two Level.(P.91,Ch.6.,Item

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt.

Item No. 111: Supplying Mazdoor for misc. work like Restetment Pavment, excavation, refilling,

demolishion,levelling work & other miscellanous work.I00948 (App Rate)

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per no.

Item No. 112: Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded

brick bat aggregates 40mm nominal size) and curing complete.(R & B SOR Item

code 05009A, NBO 5.3.8 Page 74)

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per cmt.

Item No. 113: Providing and Fixing M.S. Door and Window Prepared with ms equal angle for

frame and shutter with 18 BSG Sheet including Fixture and fastening including RED

lead pain with two coat oil paint etc.including fixing in position.

(a)door:- All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt

(b)Window:- All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt

Item No. 114: Providing in line level plumb, fabricating and fixing three row horizontal barbed

wire fencing and punched tape concertina coil of 9 turns per meter of 610 mm

diameter fixed with clips on top of the angle iron posts. The punched tape concertina

coil having sharp barbs at every 25 mm spacing shall be 0.5 mm thick and 19 mm

width and weighting 13 Kg./100 mtr. (Average) as per manufacture's specification.

The rate shall also include providing and fixed 1.20 mt. total long MS angle 40 x 40 x

6 mm @ 3.00 mt. c/c spacing embedded in RCC column, angle posts shall be painted

with one coats of red oxide and two coats of enamel paint of approved quality at top

of compound wall.

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per rmt

Item No. 115: Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished

to Granolithic finish top layer 6mm white,black or white and black marble chips of

size from smallest to 4mm nominalsize laid in cement marble powder mix 3:1 (3-

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

mix : 7-marble chips by volume) 20mm thick with under 14mm thick layer cement

plaster 1:3 (1-cement : 3-coarsesand) (C) Medium shade pigment with appox 50%

white cement and 50% ordinary cement(In top layer only)

All material should be of approved brand. as per inst of engg.incharge.

The rate shall be for a unit of per smt

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE

BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,

SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR

THE SAME I AGREE TO ABIDE BY THEM.

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

will be applied.

Seal and Signature of the Bidder Add City Engineer

Date: (South West Zone)