Transporting & Laying Water Distribution Network, Providing & Laying Sewerage Network with Demolition and Construction of Road in Chawl of Amraiwadi Ward (Phase-II) in East Zone of AMC area

(4) Date of e-Tender (Technical Bid) : Dt.11/09/2026at17.00 hours

Authority Engineer

Deputy Municipal Commissioner(EastZone) Additional City Engineer(EastZone)

Ahmedabad Municipal Corporation Ahmedabad Municipal Corporation

East Zone Office East Zone Office

Harubhai Mehta Bhavan, Harubhai Mehta Bhavan,

Viratnagar Char Rasta-Nikol Viratnagar Char Rasta-Nikol

Ahmedabad – 382415 Ahmedabad –

PRICEQUOTATIONSHEET

Earnest Money Paid Rs.5,69,711/-

Date of Opening of Tender:

NameofWork: Transporting & Laying Water Distribution Network, Providing & Laying Sewerage Network with Demolition and

Construction of Road in Chawl of Amraiwadi Ward (Phase-II) in East Zone of AMC area

QuotedPriceinRs.5,69,71,116/-

I/Weam/are willing to carryout work at % above / below* percent (should be written in figures and

words)of the estimated cost, asmentioned above. Amount of my/ our tender works out for Rs. (in figures)

Rupees (in words)

Note:*Please strike out above or below, which ever is not applicable.

Signature of Contractor Addl. City Engineer(East Zone)

Name: Ahmedabad Municipal Corporation

TENDERED COST FOR TRANSPORTING & LAYING WATER

DISTRIBUTION NETWORK , PROVIDING & LAYING SEWERAGE

NETWORK WITH DEMOLITION AND CONSTRUCTION OF ROAD IN

CHAWL OF AMRAIWADI WARD (PHASE-II) IN EAST ZONE OF AMC

WATER DISTRIBUTION NETWORK IN CHAWL OF AMRAIWADI

WARD (PHASE-II) IN EAST ZONE OF AMC AREA

Sr.No. Component Amount(Rs.)

1 TRANSPORTING & LAYING WATER DISTRIBUTION

NETWORKINCHAWLOFAMRAIWADIWARD(PHASE-II)

INEASTZONEOFAMCAREA

2 PROVIDING HOUSE CONNECTION FOR WATER IN

CHAWLOFAMRAIWADIWARD(PHASE-II)INEAST

SEWERAGE NETWORK IN CHAWL OF AMRAIWADI WARD (PHASE-

II) IN EAST ZONE OF AMC AREA

Sr.No. Component Amount(Rs.)

PROVIDING & LAYING SEWERAGE NETWORK IN CHAWL

1 OFAMRAIWADIWARD(PHASE-II)INEASTZONEOF AMC

PROVIDINGHOUSECONNECTIONFORSEWERAGEIN

2 CHAWLOFAMRAIWADIWARD(PHASE-II)INEAST

DEMOLITION AND CONSTRUCTION OF ROAD FOR WATER SUPPLY

AND SEWERAGE NETWORK IN AMRAIWADI WARD (PHASE-II) IN

EAST ZONE OF AMC AREA

DISMENTALING AND CONSTRUCTION OF ROAD FOR

WATER SUPPLY AND SEWERAGE NETWORK IN

AMRAIWADI WARD (PHASE-II) IN EAST ZONE OF AMC

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation

SCHEDULE OF QUANTITIES AND RATES FOR

TRANSPORTING&LAYINGWATERDISTRIBUTIONNETWORKINCHAWLOF

AMRAIWADIWARD(PHASE-II)INEASTZONEOFAMCAREA

Item Description Qty. RateinRs. Unit Amount

01 Excavation for valve chamber etc. for all with shoring and

struttingifrequiredasperrequiredgradientandline including

safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the

siteetc.completeforallliftsandstrataasspecified.Inall sort of soils

and soft murrum

0to1.5mdepth 330.00 89.00 Cum

02 Transporting from A.M.C. store and laying spigot & socket

C.I./D.I.pipelineincludingjointingmaterialwithtyton joint. Rate

include excavation as per requirement in any soil, refilling

after laying pipe line, watering and temptation & carting

surplus earth up to any lead & clearing the site. All joint shall

be made water tight and leak free etc. comp.

03 Shoring or timbering for trench with 50 mm thick planks and 2000.00 71.00 m2

suitable size truts etc. complete.

04 D.I.Specials

D.I.Specials-Manufacture,Supply,Deliveryof DuctileIron

flanged Socket Spigot Bends, tees, reducers or any other

specials as perBS-EN-545/1995Class-Aseries K12 suitable for

use with D.I Pipes manufactured as per

IS:8329/1994deliveryofspecialstositeofworksany where in

Gujarat including fixing, all taxes,

loading,unloading,carting,stacking,insurance,inspectioncharge

octroietc.complete.

80to300mmdia 3800.00 148.00 Kg

05 Labour charges for collecting sluice valves /Scour Valve

includingloading,transportingFromAMC'sstorelowering in

location to required with excavation refilling alignment by

crane/tripodandchainblockincludingcostoftotalnos.of nut,

bolts, Necessary gaskets and excluding fixing Tail Piece

withlead&juteetc.completedasdirectedbyengineerin

06 Refilling the pipeline trenches incl. ramming, watering, 200.00 22.00 Cum

consolidatingdesposalof surplus stuff as directed within a

radius of 3 km. (Chamber)

Item Description Qty. RateinRs. Unit Amount

07 Providing and laying cement concrete M20 for thrust blockand 285.00 4364.45 m3

encasing including formwork but excluding the cost of

reinforcement with curing etc. complete, as directed. (Thrust

block & Encasing)

08 Providing and laying cement concrete 1:2:4( 1cement : 2 8.00 3697.91 m3

coarse Sand:4 Gradedstone aggregate 20 mm

nominalsize)and curing etc. complete excluding cost of form

work. (Thrust block)

09 Constructionofchambersinbrickmasonary,locally

availableinC.M.1:6,foundationconcrete150mmthickin

C.C. 1:4:8 of trap metal size 25 mm to 40 mm thick, inside

cementplasterinC.M.1:3andcementpointingoutsideinC.

M.1:3&topcoverofprecastRCCslab100mmthickupto

1 mt. depth from G.L. but excl. cost of excavation andrefilling.

With cast in situ RCC slab in two piecewith fixing FRC frame

andcover etc. complete(excluding costof frame&cover ) with

23 mm thick brick masonary wall in C.M.1:6

(1)ForSluiceValve&ScourValve

a).0.6x0.6mt.and1.0mt.deepchamber 30.00 5380.00 No.

b)for1m.extradepth 10.00 3276.00 Rmt.

a).0.9x0.9mt.and1.0mt.deepchamber 30.00 7738.00 No.

b)for1m.extradepth 13.00 4479.00 Rmt.

10 Providing F.R.C. MH seat cover incl. carting to the work site 60.00 1388.75 No.

etc. comp. Directed.F.R.C. Extra Heavy Duty (EHD-35)

machinehole Covers & Frames Cover: 728mmø & 100 mm

thickcircularcover,35.00MTloaddesign,100x2mmMS flat all

round,16mm øplain round bar for lifting the cover & should be

fitted with plastic cups. Frame:560mm ø clear opening,-888 x

888 x 175mm. On the upper periphery off rame 25x3 mm

wide MS flat should be well embed inconcrete to protect the

edges off rame. FRCE.H.D.-35 machinehole cover & frame

described as above.

11 Demolition and disposal of unserviceable materials with

alllead and lift

i) UnreinforcementCementConcrete 300.00 609.26 m3

12 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all lead

i) BrickWork(CementMortar) 50.00 550.40 m3

13 ProvidingTMTBarFe-500/500DreinforcementbarsforR. 2.00 77504.00 MT

C.C.workincludingbending,bindingandplacingin position

complete upto floor two level.

14 Removing of existing pipeline incl. removal of specials,valves

jointing material including carting and stacking of removed

materials from site of work to the department storeas directed

excl. excavtion and refilling.(A.C. Pressure Pipe)

Item Description Qty. RateinRs. Unit Amount

15 Only Removing & recover of existing CI/DI pipe line &

Specials, removing any type of joint , carting it to the Muni.

Stores as &where directed as per instruction of Engg. In

charge with excavation & refilling.

(i)100mmdia 500.00 64.93 Rmt.

(ii)150mmdia. 500.00 78.46 Rmt.

(iii)200mmdia. 500.00 94.69 Rmt.

16 Removing & relaying of existing CI/DI pipe line & Specials,

Cleaning of pipe & Specials from Inside, includingexcavation,

refilling etc. comp. in line & level with any typeof joints as per

instruction of engg. In charge.

(i)100mmdia 500.00 64.93 Rmt.

(ii)150mmdia. 500.00 78.46 Rmt.

(iii)200mmdia. 500.00 94.69 Rmt.

17 Cuttingofexistingpipelinesoffollowingdiameters including

cartingofnece.specialsfromAMCstoretosite and from site to

AMC store (recovered materials) nace.labours for excavation,

jodan& backfilling fitter, supervisor, etc. complete. Rate also

includes electric cutter, dewatering pump fuel

andtransportation of machineries, chain

pulleyblockifrequiresworkingataninstructedspecifictimeof day

or night etc. complete.

(iii)200mmdia. 50.00 2479.91 No.

18 Labour Work for temp Jodan of ex.line for running water 50.00 270.54 No.

supplyinclmaking collarbetweengapofpipe& jointing with jute

& day after removing all this as per instetc.comp as dire.

19 Labour charges for doing washout of water pipe line at end 50.00 676.34 No.

including necessary excavation refilling the pit. Allowing the

water to flow for 15 minutes twice or thrice as per site

conditionduringsupplyhour,dewateringthepitand plugging with

existing wooden butch. etc. comp. as per instruction

20 Supplyingwoodentaperbunchesfromjunglewood(Like limda,

ambo) Etc.comp.

(i)80mmdiato100mmdia 50.00 315.63 No.

(ii)150mmdia. 50.00 450.89 No.

(iii)200mmdia. 50.00 721.43 No.

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation

SCHEDULEOFQUANTITIESANDRATESFOR

HOUSECONNECTIONFORWATERDISTRIBUTIONNETWORKINCHAWLOF

AMRAIWADI WARD (PHASE-II) OF AMC AREA

Item Description Qty. RateinRs. Unit Amount

1 Making holes on existing C.I./ D.I./MS water pipe line

including necessary GI fittings item also includes necessary

excavation, dewatering and refilling as per instruction engg.

In charge etc. comp.

2 Providing, supplying, lowering, laying, jointing of MDPE

pipe conformingtoISO-4427includingcompressionfitting

conforming to ISO/DIS 14236 such as Strap Saddle,female

adopter, elbow, bend, reducer, Tee required forhouse service

connection inclusive of all taxes, insurance, transportation,

freight charge, inspection charges, hydro testing etc.

complete.The item also includes dismantling of asphalt /

metal road, excavation, refilling, watering,

ramming,consolidatingandrestorationofroadetc.complete.

(ii)25mmdia 126.00 1765.39 No.

(iii)32mmdia 84.00 2160.91 No.

(iv)50mmdia 42.00 3799.62 No.

3 Providing and fixing brass ferrule of approved make of

following sizes inclusive of all taxes, insurance,

transportation etc. complete.

4 Providing, supplying and fixing U PVC ball Valves with

compressionendononesidetoconnectPEPipesandfemale

threading on the other side for connecting BSP threaded

fittings or pipes. The product shall confirm to ISO 4422-4

Standards. The rate shall be inclusive of all taxes, insurance,

transportation etc. complete.

(iii)32mmdia.x1" 84.00 284.42 No.

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation

ScheduleofQuantitiesandRates

Providing&LayingSewerageNetworkinChawlofAmraiwadiWard(Phase-II)inEastZone of

Item Description Qty. RateinRs. Unit Amount

1 Excavationforpipelinetrenchesetc.forallwithshoring and

strutting if required as per required gradient and line

including safety provisions using site rails and stacking

excavatedstuffincludinguptoallrequiredleadcleaning

thesiteetc.completeforallliftsandstrataasspecified.In

allsortofsoilsandsoftmurrum

2 Providing bedding incl. ramming, watering, levelling, 2010.00 329.00 m3

consolidatingetc.asperstandardandinstructionof engineer in

charge . As above with required quality Sand brought from

Outside including all lead

3 Extrarateoveritemofexcavationofearthifexcavationis 1305.00 18.04 m3

tobedoneinwetconditionwithoutresortingtopumping out incl.

of bailing out of water.

4 Shoringortimberingfortrenchwith50mmthickplanks and 1500.00 71.00 Sq.m

suitable size truts etc. complete.

5 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offlinecoupler

and elastomeric sealing ring) with non-smooth External

Annular Corrugated and Smooth Internal Surfaces (Double

Wall) for non-pressure underground Sewerage & Drainage

application as per EN:13476-3 (manufacture with Anti-

roadentChemical)includingalllocalandcentral taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading,conveyance to the departmental stores etc.

complete. (ID Dia)

6 Lowering, laying and jointing of class SN 8 structured wall

(External Annular Corrugated & Smooth Internalsurface)

PolyethylenePiping andfittingswiththehelpofcoupler ( on line

/ off line ) attached with one end of pipes, slidingover the

elastomeric sealing rubber ring placed on the specified valley

ofthe corrugationat thespigot end, lowering the same into the

trench, laying on the lower bedding (constructed at bottom of

trenches) at prescribed gradient, depth & alignment, testing

the water tightness ofthe joints, ensuring the continuity tests

ofspecified pipe segments etc. complete as per drawing,

specifications & detailed engineering, including carriage of

pipes & fittings

fromsitestackstotheplaceoflayingetc.asperdirectionof

Engineer-in-charge.

Item Description Qty. RateinRs. Unit Amount

7 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of following

class with Socket and spigot joints as per IS 458 -2021

includingEPDMRubberringasperIS5382-1985etc.

comp.AsDirectedbyEngineeringincharge.

8 Lowering,laying and jointing R. C. C. pipes of following

diameters inproperposition, gradeandalignmentat all level as

directed by Engineer-in-charge includingconveyance from

stores to site of work, labour, giving hydraulic testing as per

R.C.C.PIPES(AtanyDepth)

9 Providing&ConstructingPrecastRCCMachineholein RCC M-

30 grade Controlled concrete as per drawing, inOPC

including excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover including inside epoxy

paint complete etc.

For200dia.Pipe(upto1.5m.depth)

(i) 0.6diax1.00mDepth 340.00 5670.00 No

(ii) 0.6dia-1.01to1.5mDepth 169.00 1850.00 Rmt.

10 Providing&ConstructingPrecastRCCMachineholein RCC M-

40 grade Controlled concrete as per drawing, inOPC

including excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover including inside epoxy

paint complete etc.

For250dia.Pipe(upto3m.depth)

(i) 0.9diax1.25mDepth 99.00 18014.00 No

(ii) 0.9dia-1.26to1.99mDepth 39.00 7632.00 Rmt.

(i) 0.9diax2.0mDepth 148.00 23350.00 No

(ii) 0.9dia-2.01to2.99mDepth 44.00 7784.00 Rmt.

For300&450dia.Pipe(upto4m.depth)

(i) 1.2diax2.0mDepth 32.00 41832.00 No

(ii) 1.2dia-2.01to2.99mDepth 40.00 9040.00 Rmt.

11 Constructing Slab type M.H. Chamber of the following size

including excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

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

& outside (only for shaft) in cm 1:3. Finishing with cement

slurry P/F 4mm dia MS Steel HDPE coated steps 35 cm C/C

at 1:1.5:3 of thickness 15 C.M., including

cantering&reinforcement(singlejaliat15C.M.C/Cbothway10

mm dia) But excluding the cost of manhole seat cover etc.

completedofsize0.75*1.00meter(insideclearM.H.

lengthshouldbeparalleltotheflow)

Upto2.00meterdepth(slabatgroundlevel) 100.00 5708.30 No

2.00 to 3.00 meter depth (slab at below 0.6 mt. from ground 5.00 11509.49 No

Item Description Qty. RateinRs. Unit Amount

12 Constructing Chamber of following size includingexcavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

finished 15 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover etc..completed

(i) 0.60 X 0.45 mt. size Inside Clear, Upto0.90 100.00 2284.22 No

(ii) 0.75 X 0.75 mt. size Inside Clear, Upto1.20 100.00 3944.41 No

13 Providing & Fixing F.R.C. MH seat cover including cartingto 305.00 1650.27 No

the work site etc. comp. directed. FRC medium duty

Chamber seat cover (FRC) cover 706 x 556 x 50 mm

rectangular cover frame size 600 x 450 mm clear opening

outer size 816 x 666 x 100 mm (MD-10)

14 Stitch core cutting by Hilti or Equivalent tools for up to all

thickR.C.C.structureincludingremovalanddisposaloff all RCC

material with all lead & lift with all labour,Tools,

machineries, required Scaffolding or platform etc. completeas

directed by engineer in charge.

a) 100mm(4")Coredia. 100.00 5405.00 Rmt.

15 Refillingthepipelinetrenchesincl.ramming,watering, 10655.00 22.00 m3

consolidatingdesposalofsurplusstuffasdirectedwithina

16 Demoliton and disposal of unserviceable materials with

alllead and lift

i) Unreinforcedcementconcrete 300.00 609.26 m3

17 Demolition of following including stacking of serviceable

materialanddisposalofunserviceablematerialswithall lead and

i) BrickWork(CementMortar) 100.00 550.40 m3

18 Providing and fixing S.W. gully trap with C.I. grating brick

masonrychamberandwatertightCIcover withframeof 300 mm

x 300 mm. size (inside) with standard weight

i) Square mouth traps (B) 150 mm x 100 mm size P or 4200.00 1246.92 Each

19 Removing of existing pipeline incl. removal of specials,

valves jointing material including carting and stacking of

removed materials from site of work to the department store

as directed excl. excavtion and refilling.(PVC Pipe)

Item Description Qty. RateinRs. Unit Amount

20 Removing of existing pipeline incl. removal of specials,

valves jointing material including carting and stacking of

removed material from site of work to the department storeas

directed excl. excavation and refilling.

21 Dismentling C.I. pipes, G.S.W. pipes and A.C. rainwater 1000.00 74.77 Rmt.

pipes with fittings and clamps including stacking thematerials

with all lead and lift (for any dia. of pipe)

22 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of following

dia pipe at any convenient time. All damaged work shall be

well repaired as per instructions etc. complete.

(i)150mmto300mmdia.pipe 100.00 1352.68 No.

23 ProvidingKachhaofPakkaDummyinthefollowingdia

pipesandremovingthesameaftercompletionofthe

connectionworkasdirected

(i)100mmto300mmdia. 100.00 201.10 No.

24 Dewatering by pumping set of required capacity including 27295.00 18.32 HP/Hr.

temporary platform carting pumpingat site and fixing the

same in position including all accessories, and fuel andlabour

25 Providing and operation dewatering Pump including fuel 500.00 541.07 Shift

charges&operatorChargesetc.asdirectedetc.comp. (Shift for

Eight Hour) (For Each Pump Set, No payment

shouldbeallowedfornonworkingconditionofmachinery)

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation

ScheduleofQuantitiesandRates

ProvidingSewerageHouseConnectioninchawlofAmraiwadiward(Phase-II)inEastzoneof

100mmdiaDWCPipe

Item Description Qty. RateinRs. Unit AmountinRs.

1 Excavation for pipe line trenches etc. for all with shoring and

strutting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete

forallliftsandstrataasspecified.Inallsortofsoilsandsoft

2 Providing bedding incl. ramming, watering, levelling, 2650.00 329.00 m3

consolidating etc. as per standard and instruction of engineer in

charge . As above with required quality Sand brought from

Outside including all lead

3 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offline coupler

andelastomericsealing ring) withnon-smooth External Annular

Corrugated and Smooth Internal Surfaces (DoubleWall) for non-

pressure underground Sewerage & Drainage application as per

EN:13476-3 including all local and central

taxes,transportation,freightcharges,octroi,inspection charges,

loading, unloading,conveyance to the departmental stores etc.

complete. (ID Dia)

4 Lowering, laying and jointing of class SN 8 structured wall (

External Annular Corrugated & Smooth Internal surface)

Polyethylene Piping and fittings with the help of coupler ( online

/ off line ) attached with one end of pipes, sliding over the

elastomericsealingrubberringplacedonthespecifiedvalley of the

corrugation at the spigot end, lowering the same into the trench,

laying on the lower bedding (constructed at bottom of trenches)

at prescribed gradient, depth & alignment, testing the water

tightness of the joints, ensuring the continuity tests of specified

pipe segments etc. complete as per drawing, specifications &

detailed engineering, including carriage ofpipes&

fittingsfromsitestackstotheplaceoflaying etc. as per direction of

Engineer-in-charge.

5 Refilling the pipeline trenches incl. ramming, watering, 6080.00 22.00 m3

consolidatingdesposalof surplus stuff as directed within a radius

6 Construction of 400 dia Pre cast RCC house connectionchamber 420.00 2780.00 No.

in RCC M-30 grade concrete including excavation, PCC in M-

15 grade concrete with TMT Fe-500 grade steelwhich includes

transportation to site, loading, unloading & installation at site

with Pre cast Top Slab with lifting hook arrangement etc.

Item Description Qty. RateinRs. Unit AmountinRs.

7 Construction of 500 dia Pre cast RCC house connectionchamber 420.00 3995.00 No.

in RCC M-30 grade concrete including excavation, PCC in M-

15 grade concrete with TMT Fe-500 grade steelwhich includes

transportation to site, loading, unloading & installation at site

with Pre cast Top Slab with lifting hook arrangement etc.

8 Providingandlayingordinarycementconcrete1:2:4(1cement 270.00 3697.91 m3

: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

and curing etc. complete (without form work)For Foundation

and in plinth below flooring. (For house connection chamber)

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation

ScheduleofQuantitiesandRates For

Demolition and Construction of Road for Water Supply and Sewerage Network in Chawl of Amraiwadi

Ward(Phase-II) in East Zone of AMC area

Item Description Qty. RateinRs. Unit AmountinRs.

1 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 125.00 4906.00 Cu.m.

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456

2000 in masses by weigh batching ) using granite, quartzite trap metal

of size 6mm to 20mm forRCC work,includingscaffolding centering,

form work, needle vibrated consolidation, curing comp. (excludingcost

ofreinforcement and neat finishing) with centeringand

shuttering/deshuttering etc. comp. for structure for other than water

retaining. (with form work)

2 ProvidingandcastinsituC.C.ingradeM-25proportionsofingredients as per

mix design by weigh batching using granite, quartzite trap metal of size

12 mm to 20 mm and or 6 mm to 12 mm including scaffolding

centering formwork, needle vibrated consolidation, curing andhydraulic

testing etc. complete (excluding cost of reinforcement) with centering

and shuttering/deshuttering etc. camp.

RCCroad 250.00 8077.00 Cu.m.

3 Demolition of following including stacking of serviceable material and

disposal of unserviceable materials with all lead and lift

i) RCCWork 365.00 1057.85 m3

4 Extra rate over item of excavation of earth for excavation of asphalt

pavement/RCC of thickness upto 0.2 mt. including demolishing the

asphalt carpet, metal, solling/cutting reinforcement etc. complete with

stacking the material as directed.

a)Upto0.2meterthickness(ByManual) 1205.00 72.14 Smt.

5 Dismentaling of the existing structure including removing and stacking 720.00 294.11 m3

the dismentelled materials as and where directed (a) Stone Pavement

6 Dismentaling tiled of stone floors laid in mortar including stacking of 7200.00 47.72 Smt.

serviceable materials and disposal of unserviceable material with all

7 Providing, laying, spreading and compacting graded stone aggregate to 305.00 1542.05 m3

wet mix macadam specification including premixing the Material with

water at OMCin mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in subbase / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density.

8 Providing & laying cement concrete 1:3:6 (1 cement : 5 coarse sand :10 125.00 2986.00 m3

hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of form work

9 ProvidingandLayingofRubberMouldedPaverBlockGrey/Coloured 1235.00 501.60 Smt

60 mm thick, M-35 Grade of any size ;shape (Usually Uni-Paver

Blocks) usingblacktrapgood qualityaggragateof20mm nominal size

forfootpath,parkingareas,servicelanesandotherareasasmentionedin the

drawing / instruction of engineer in charge. Cost includes

formworksusingrubbermould,Rateprovidingandlayingpaverblocks 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

shallberelaidifnecessary.Gravelorsuchtypeofmaterialsshallnotbe

allowed for production. Laying on 5 cms thick sand bedding.

Item Description Qty. RateinRs. Unit AmountinRs.

10 Providing & laying Trimix with dewatering machine and floater 1235.00 54.00 Smt

machineon constructed RCC workincl. cost of machineand labouretc

compact directed.

11 Making 15 mm groove in RCC work on road and filling it with 310.00 30.00 Rmt.

polysulfideselant andfinished itgood incl. all labourcharges etccomp as

12 ProvidingTMTBar Fe-500/500Dreinforcement barsfor R.C. C.work 9.00 77504.00 MT

including bending, binding and placing in position complete upto floor

13 Providing and fixing pre-cast concrete kerb stone ofgray cement based 1000.00 361.64 Rmt.

concreteblock30cmlength,30cmheightand15cmthickofM250grade

concret as per approved design and including excavation for fixing in

properlineandlevel,fillingthejointwithC:M1:3(1cement:3finesand) etc

14 Boxcuttingtheroadsurfacetoproperslopeandcamberfor 1000.00 102.93 m3

makingabaseforroadworkincludingremovingtheexcavatedstuff and

depositing on the road side slope as directed upto 50Mt.lead.

SignatureofContractor AdditionalCityEngineer(EastZone)

Name: AhmedabadMunicipalCorporation