P/L Foothpath-paver block And repairing Foothpath-paver block Of CCRS Complains Diff Roads Of Sabarmati and Motera Area in Sabarmati ward Of WZ (ARC)

Name of Work :- P/L Foothpath-paver block And repairing Foothpath-paver block Of CCRS Complains Diff

Roads Of Sabarmati and Motera Area in Sabarmati ward Of WZ (ARC)

Name of Zone:West Zone

Sr. No. Quantity Item Rate Unit Amount

Box cutting the road surface to proper slope

and camber for making a base for road work

1 4000 including removing the excavated stuff and 127.13 Cmt

depositing on the road side slope as directed

upto 200 Mt.lead

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. lead (Based on

Building SOR 2015-16, P-589 - Item code-

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

3 demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

a 150 up to 0.20 meter thickness (By Manual) 70.4 Smt

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

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

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

20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped

with vibratory system for kerb stones of

approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb

stones in line and level on 5 cm thick sand

bedding with necessary equipments and

materials. The rate shall also include the flush

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

kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete

mixed in proper position as directed by

Engineer in change to form a portable mixture.

In any case Gravel or such type of materials

shall not be allowed for production. a) Laying

on 5 cm thick Sand Bedding

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other

areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes

formworks 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 5cms thick sand

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

cement : 5 coarse sand : 10 hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in.

Labour work for fixing any kind of paving

with cement pointing in CM 1:2, including

watering, ramming etc comp. as directed For

Laying on Sand bedding as per requirement to

a 7000 fix the C.C.Block / Nibhada Stone in Line & 68.64 Smt

For Water Table &Kerbon Sand bedding as

b 500 per requirement to fix the C.C.Block / Nibhada 30.8 Rmt

Stone in Line & Level.

Supplying and fixing Nimbhadaladi 37 to

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.

P/L brickbats sand concrete (1:2) of one part of

sand and two part of old brickbats including

spreading laying ramming watering and

consolidation etc complete as directed.

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

10 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 as per MoRTH clause

1500 (A) Supply of WMM 1708.13 Cmt

1500 (B) Laying of WMM 31.25 Cmt

Repairing damaged M.H. incl. removing

damaged brick and repairing by masonry in

11 C.M. 1:5 and plaster in C.M. 1:3 and fixing

C.I. steps and M.H. and carting the same as

directed. (Drainage SOR 2015-16)

70 (A) up to 0.15 mt. (@ Two Coarse) 721.6 No.

15 (B) up to 0.35mt. (@ Four Coarse) 1144 No.

1 (C) up to 0.65 mt. (@ Seven Coarse) 1768.8 No

Labour work of fixing Kurb any design of

central verge, (both side) footpath kurb, items

includes necessary excavation, asphalt cutting

of any thickness, erecting in line and position

12 500 and pointing with cement mortar (1:3), 136.4 Rmt

watering, etc complete, filling with zari along

the side of the kurb, the kurb stone fix

prepared with bitumnious top surface, as

directed by engineer in charge.

Removing any kind of pavement incl stacking

13 5500 of serviceble material disposal of unserviceble 12.32 Smt

material with 50 meter lead and lift.

Applying Priming Coat New Steel and Other

any surface after and incl. Preparing the

surface by / thoroughly cleaning, oil , grease,

14 2500 dirt and other foreign matter & Scoured with 19.47 Smt

brushnes fine steel wood scrapers & Sand

paper with ready mixed paint brushing red

Painting Two Coats on divider and footpath

curb surface / new concrete surface (Painting

15 15000 two coats after filling the surfac with synthetic 51.79 Smt

enamel paint in all shades on new plastered

concrete surfaces )

Finishing Wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials etc,

Painting one coats (excl. priming coat) on

peviously painted steel & other Metal

surfacer with enamel paint, brushing, interior

17 7000 to give an even shade incl. cleaning the surface 30.8 Smt

of all dirt, dust and other foreign matter..(

Building SOR - 2015-16 Ch-19, Item No.19.11

Extra over Above item for every subsequent

White Washingwith lime on wall surface ( two

cats) to give an even shade including

19 2000 thoroughly booming the surface to remove all 6.97 Smt

dirt , dust , mortar drops and other foreign

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved

make as per approved sample of any size and

any type. Kerbs shall be fixed on the

foundation prepared as per approved design.

The rate shall also include for erecting and

fixing the pieces in position for complete kerb

system with chamfered type of kerbs including

20 500 necessary accessories of kerb like radius kerbs, 912.5 rmt

angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material.

However cement mortar shall be provided at

the backside of kerb stone joint. (Sample must

be approved) Cost of excavation, cutting , base

, side filling shall includes as directed engineer

- incharge in above item description as per

BOQ (b) 375 mm high Footpath kerb.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver

blocks of specified thickness, size, grade

of concrete and colour machine made

and blasting by automatic shot blasting

machine and high density of as per

approved sample of approved make for

footpath, parking areas, service

lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick

averave bedding layer of coarse sand below

paver block as per required grading and

specification. Laid paver block shall be

mechanically compacted. The work of the

21 7000 paving blocks shall be executed in line and 669.65 smt

level by skilled mason of flooring work

only. Small size of paver block with

same specification shall be used at residue or at

end. It should be laid in such a way that the no

cutting of the paver block to be necessary.

If cutting of paver block shall be

required , than cut by machine only and

laying to be done by skilled flooring

mason. The finished surface of the paver

block shall have coarse sand Texture

Finish. Pave blocks shall be compacted and

shall be re- laid if necessary. Actual

laid area shall be measured and paid

without any wastage. (A) 60 mm thick M-

35 grade Grey Paver block of size

200mm x 200mm.(AMC approved rate)

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed /

Fair finish / texture finish kerb stones of

approved make as per approved sample of any

size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design.

The rate shall also include for erecting and

fixing the pieces in position for complete kerb

system with chamfered type of kerbs

including necessary accessories of kerb like

radius kerb, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb

shall be fixed as paper joint without any

jointing material. However cement mortar

shall be provided at the backside of kerb stone

joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall

includes as directed engineer - incharge in

above item description as per BOQ (a)

hight x 600x 150 mm high median kerb.

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed /

Fair finish / texture finish kerb stones of

approved make as per approved sample of any

size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design.

The rate shall also include for erecting and

fixing the pieces in position for complete kerb

system with chamfered type of kerbs

including necessary accessories of kerb like

23 50 radius kerbs, angles and quadrant kerbs, 912.5 Rmt

droplet kerbs etc. complete as per drawing.

Kerb shall be fixed as paper joint without

any jointing material. However cement

mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved)

Cost of excavation, cutting , base , side filling

shall includes as directed engineer -

incharge in above item description as per

BOQ (b) 380 x 600 x 150 mm high Footpath

Supplying and fixing for central verge 230 mm

L x 235 mm Width x 680 mm H Supplying &

Fixing in M-20 grade using 20 mm nominal

size black trap aggregate of sevaliya/timba or

equivalent quality for pre-cast

blocks,reasonably exposed

finish/formwork,mould with well equipped

with vibratory system for kerb stones of

approved design including

curing,etc.complete,including the cost

of formwork etc.complete.THe rate shall

also include necessary cutting of asphalt,fixing

the kerb stones in line and level on 5 cm thick

sand bedding with necessary equipments

and materials.The rate shall also include the

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

the kerbstones.Filling of Zari alone the sides of

the kerb stone fixed with bituminous

concrete mixed in proper position as directed

by engineer in charge to form a portable

mixture.In any case gravel or such type of

materials shall not be allowed for production.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete

and colour machine made and blasting

by automatic shot blasting machine and

high density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and specification.

Laid paver block shall be mechanically

compacted. The work of the paving blocks

shall be executed in line and level by

skilled mason of flooring work only. Small

size of paver block with same specification

shall be used at residue or at end. It should be

laid in such a way that the no cutting of the

paver block to be necessary. If cutting of paver

block shall be required , than cut by machine

only and laying to be done by skilled

flooring mason. The finished surface of the

paver block shall have coarse sand Texture

Finish. Pave blocks shall be compacted and

shall be re-laid if necessary. Actual laid area

shall be measured and paid without any

wastage. (A) 80 mm thick M-35 grade Grey

Construction ofRCCnosing in central verge

using M-200 grade cement concrete. The item

includes cost of centering & shuttering,

26 45 reinforcement, both side cement plaster in C:M 4812.72 No.

1:3 mortar & curing etc. complete. Half round

portion of the nosing shall be made by using mild

Supplying and fixing of 380 mm H x 300 mm

L x 200 mm B Kerb block for Central Verge

in M-20 grade using 20 mm nominal size

black trap aggregate of Sevaliya/Timba

or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould

with well equipped with vibratory system

for kerb stones of approved design

including curing, etc. complete, including the

cost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing

27 300 the Kerb stones in line and level on 5 cm thick 431.96 Rmt

sand bedding with necessaryequipments and

materials. The rate shall also include the flush

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

kerbstones. Filling ofzari alone the sides of

the kerb stone fixed with Bituminous

concrete mixed in proper position as

directed by Engineer in change to form a

portable mixture. In any case Gravel or such

type of materials shall not be allowed for

productiona) Laying on 5 cm thick Sand

Dismantling the following including

loading, unloading and disposal of

unserviceable material for all lead or as

directed by Engineer-In-Charge and stacking

the serviceable material and backfilling the

resulting trenches and pits complete.

a 50 central verge -kerb stone 8 Rmt

Dismantling tiled or stone floors laid in

mortar including stacking of serviceable

material and disposal of uservicalble

material with all lead and lifts.

Demolition & disposal of unservisable

c 25 material with all lead and lift for 348.1 Cmt

unreinforeced concrete. (AMC sor)

Demolition of brick work & stone masonry

including stacking of serviceable materials

and disposal of unserviceable materials

with all lead and lift (1) In cement mortar.

Demolition including stacking of serviceable

materials and disposal of unserviceable

materials with all lead and lift. (I) R.C.C

roviding& Fixing 75 mm thick Tree Grating

950*950*75 mm as per design and Drawing .

The rate shall be inclusive of providing and

Laying 50 to 80 mm thick average bedding

layer of coarse sand below tree grating as per

required grading and specification . the centre

of grating to be same as the centre of the tree

trunk. The grating to be 8 pieces as per

drawing. the work of the grating blocks shall

be executed in line and level; by skilled mason

of flooring work only .(Sola Science City Road

Total Amount Rs. 14999064=70

Total Amount Rs. 14999064=70

Contractor'sSign Addl.C.E.

MobilNo:- (westzone

AHMEDABADMUNICIPALCORPORATIONENGINEERDEPARTMENT

TECHNICALSPECIFICATION

NameofWork :- P/L Foothpath-paver block And repairing Foothpath-paver block Of CCRS

Complains Diff Roads Of Sabarmati and Motera Area in Sabarmati ward Of WZ (ARC)

GeneralTechnicalSpecificationSection

FollowingtechnicalspecificationsshallbeapplicabletotherelevantitemsofBOQ

Earth work in cutting in all sorts of soil &murrumincldg.conveyaning ,breaking clods spreading the stuff as &

where dire. With in a lead of 50 mt. from end of cutting.

ThemodeofpaymentforthisitemshallbeonCmt. Basis.

Conveyance charge of earth, lime, murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly ash, aggregates of any kind Including

spreading & levelling etc. complete.

ThemodeofpaymentforthisitemshallbeonCmt. Basis.

Extra rate over item of excavation of earth for excavation of asphaltpavement / RCC of thickness up to 0.20 meter

includingdemolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the material as

directed. (a) upto 0.20 meter thickness (By Manual)(b) 0.20 to 0.30 meter (By any type ofBreaker Machine or R.C.C.Cutter

machine includingcost of operator, fuel, & transportation etc complete.(c) 0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cuttermachineincludingcostofoperator,fuel,&transportationetc complete.

TheItemshallbecarriedoutasperItemdescriptionandasperinstructionofEngineer-in-Chargeand/orhisauthorizedrepresentative.

Therateincludesthecostofexcavationofbituminousmacadami.e.bituminouslayersonlylikeDBM,BCetcincludingthelabours,tools,equip

mentandallotherincidentalexpenses.NonBituminousSub-layer/Subbasearenotconsideredinthisitem.

WorkshallbecarriedoutmanuallyorbyMachineryaspersiterequirements.Themode

ofpaymentforthisitemshall beon Smt. Basis.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb stones of approved design including curing, etc. complete, including the

cost of formwork etc. complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level on

5 cm thick sand bedding with necessary equipments and materials. The rate shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. a) Laying on 5 cm thick Sand Bedding .

Thespecifictionoffollowingmaterialsshallbeconformingwithspecificationmentionedforrelaventmaterial/itemsinGeneraltechnicalspe

cification for buildingworkofR&BDepartmentofGujarat.

Water shall conform to M-

Gradedstoneaggregate20 mm.nominal sizetoM-10

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing. Specific machineries shall be used

tomanufacturetheprecastblocks.Thesemachineriesshouldbecompatibletoproduceblocksofrequiredstrengthanddimensions. The

machine shall contain hydraulic Press or advanced equipment to generate required compaction & Grade andfinish. Moulds/ Steel

Plates/ Dies of the machine shall be dimensionally checked & to be got approved before commencing theproduction. Contractor

shall prepare proper Drying Yard for keeping the blocks before curing. The drying yard shall be

levelledandcoveredsothatnoshrinkagecracksareformed.Contractorshallprepareadequatesizecuringpondtocuretheblocksfornotles

sthan21Days.Noothermeansofcuringshallbeallowed.ThetechnicalspecificationofconcreteshallconfirmtoIS456-2000. The concrete

mix is not required to be designed and only nominal mix as per IS: 456-2000 shall be followed. The proportionof the concrete mix

shall be 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm. nominal size) by volume.Concrete work shall have

fairly exposed concrete surface or as specified in the item. The designation ordinary M-10, M-15, M-20,M-25 specified as per I.S.

corresponds approximately to 1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal mix of ordinary concrete, byvolume respectively. The

ingredients required for ordinary concrete containing one bag of cement of 50 Kg. by weight (0.0342m3.) for different

proportions of mix shall be as per IS 456-2000. The proportion of the aggregate for the kerb stone shall bemodified as per the

approval of the engineer-in-charge. The water cement ratios shall not be more than those specified as per IS.The cement of the

mix shall be increased, if the quantity of water in a mix has to be increased to overcome the difficulties ofplacement and

compaction so that the water cement ratio specified in the table is not exceeded. The maximum size of coarseaggregate shall be

as large as possible within the limits specified but in no case greater than 1/4th of the minimum thickness

ofthemember,providedthattheconcretecanbeplacedwithoutdifficultysoastosurroundallreinforcementthoroughlyandtofill the

corners of the form. For reinforced concrete work, coarse aggregates having a nominal size of 20 mm. are generallyconsidered

satisfactory. Admixture shall be used in concrete only with approval of the Engineer-in-charge based upon theevidence that with

the passage of time, neither the compressive strength of concrete is reduced nor are other requisite qualitiesofconcrete impaired

bytheuseofsuch admixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of 50 kg weight. The volume

ofone such bag can be taken as 0.0342 m3. Boxes of suitable sizes shall be used for measuring sand and aggregate. The size of

theboxes (internal)shall be 30cm.x30 cm.and38 cm.deep. While measuring the aggregate andsand,theboxshall be filledwithout

shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case of

dampsand;allowancesforbulkageshallbe made.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept in first class

workingcondition and maintained throughout the construction. Measured quantity ofaggregate, sand, and cement required for

eachbatch shall be poured into the drum of the mechanical mixer while it is continuously running. After about half a minute of

dry-mixing, measured quantity of water required for each batch of concrete mix shall be added gradually and mixing continued

foranother one and a half minute. Mixing shall be continued till materials are uniformly distributed and uniform colour of the

entiremassisobtainedandeachindividualparticleofthecoarseaggregateshowscompletecoatingofmortarcontainingitsproportionate

amount of cement. In no case shall the mixingbe done for less than 2 minutes after all ingredients have been putinto the mixer.

Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a newbatch. Unless

otherwise agreed to by the Engineer-in-charge, the first batch of concrete from the mixture shall contain only2/3rds of normal

quantityof coarse aggregate. Mixing plant shall be thoroughlycleanedbeforechangingfrom one type ofcementtoanother.

The degree of consistency which shall depend upon the nature of the work and methods of vibration of concrete shall

bedetermined by regular slump tests in accordance with IS: 1199-1959. The slump of 10 mm. to 25 mm. shall be adopted

whenvibratorsare used.

All Moulds shall be cleaned and made free from standing water, dust, snow, or ice immediately before placing of

concrete.Formwork/MetalMouldforexposed concrete surface(Ifindicated):

Allthemouldsshallbecheckedforexactdimensionsoftheprecastblocks.Alltheedgesoftheprecastblocksshallconfirmthe

profile of the final drawing & edges/ curvatures of the moulds shall be checked accordingly. Moulds shall be regularly checked

forcorrectnessofdimensionsofBlocks, twists, bendsdueto handling, etc.Beforestartingeverydayswork.

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or slope as specified) and plumb.

Formwork/Mould propping shall be strong, rigid, and sturdy. The form work/Mouldshall be as per pattern & design shown

indrawings. Form work/Mould shall be done accurately and precisely so as to achieve neat, clean and smooth concrete surface,

inline, level and plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall not be allowed. Before placing

concrete,forms shall be thoroughly cleaned off of all rust, dust, and loose materials. Colourless oil or grease of approved quality

shall beappliedbeforeplacingsteel.Alsotheformworkmaterialwillbeofwood/plywood/steeloranysortofsuchmaterial,asapproved by

the Engineer-in-Charge and/or his authorized representative; so that all exposed concrete surfaces have uniformcolour.

Forallkindofexposedconcreteworkonlyonebrand(tobeapprovedbytheEngineer-incharge)ofcementshallbeused.

RemovalofMoulds:

Specific time shall be identified for removal of moulds, such that the concrete of the precast blocks shall gain strength

towithstand the stresses generated due to self weight and handling to drying yards without any deformation to shape/

dimensions/edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain strength and dry in shade

topreventanycracksdue to shrinkage. Thisshall be doneindryingyards.

Curingofblockshallbedoneonlyincuringpondandcuringshallbedoneforminimum14days.

Drying period after removing from pond & before delivery to site:Water should be drained of from the block before it is

actuallysent to the site. Time should be provided for proper draining of water which may be present in the block kept for curing

Precautionshallbetakenwhiletransportingoftheblocksto site.

Theblocksshouldbeloadedandunloadedwithduecaresoastoavoidgenerationofstressesleadingtobreakingofblock.Careshould be

taken toprevent the block from breakingduring transporting.

The pits of the size 150mm in width and required depth shall first be excavated, true to line and level. The relevant

specificationsof item A- 1 shall be followed for excavation work. The pits shall be filled with a layer of 50mm. thick sand bedding.

The curbsthen shall be placed in position of which 50mm. shall be below road. Care should be taken to maintain proper line and

level.Thejointsbetweenthekerbsshallbepointed withC.M.1:2and curedforminimumsevendays.

Samplingandtestingofconcrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, curedand tested at 7 days or

daysas per requirements in accordance with IS : 516-1959. A random sampling procedure shall be adopted to ensure that

eachconcrete batch shall have a reasonable chance of being tested i.e. the sampling should be spread over the entire period

ofconcretingandcoverallmixing units.

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each sample, 5 for testing at 7 days,

andthe remaining 5 at 28 days. The samples of concrete shall be taken on each day of the concreting as per above frequency.

Thenumber of specimens may be suitably increased as deemed necessary by the Engineer-in-charge when procedure of tests

givenabove reveals a poor quality of concrete and in other special cases. The average strength of the group of cubes cast for each

dayshall not be less than the specified cube strength of 200 Kg/cm2 at 28 days. 20% of the cubes cast for each day may have

valueless than the specified strength provided the lowest value is not less than 85% of the specified strength. If the concrete

made inaccordance with the proportions given for a particular grade, does not yield the specified strength, such concrete shall

beclassified as belonging to the appropriate lower grade. Concrete made in accordance with the proportions given for a

particulargrade shall not,however,beplacedinahighergradeonthe ground thattheteststrengtharehigherthantheminimumspecified.

If rock pockets/honeycombs in the opinion of Engineer-in-charge are of such an extent or character so as to affect thestrength of

the structure,materially or toendanger the life of the steel reinforcement, he may declare the concrete

defectiveandrequiretheremovalandreplacementoftheportionofthestructureaffected.

PrecastKerbStones:

The relevant specifications of concreting as per item above shall be followed except that work shall be carried out for

precastconcretekerb stones as specified in the item. All Precast members shall be cast at workshop. Sufficient curing shall be

donebefore placement of the samethe method of transporting and placing the precast members shall be as approved by

theEngineer-in-charge. Members shall be so transported that no breakage or undue stresses are induced in them. If required,

allmembers shall have a key provided on both the faces i.e top and bottom surfaces, of adequate size so as to fill the same

withconcrete while laying. The function of this key is to avoid the leakage through the joint between the precast member and

thememberonwhichitislaid.

ModeofMeasurementsandPayment:

Therateshallincludecostofformworkandcostofreinforcement.

ThevolumeoccupiedbyreinforcementshallnotbedeductedfromR.C.C.work.

The rate shall be for a unit of Rmt.

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

andother areas as mentioned in the drawing / instruction of Engineer-in-Charge and/or his authorized representative.

Costincludes formworks using rubber mould, Rate providing and laying paver blocks as per required grading and specification.

Thepaver block shall be mechanically compacted. The work of paving blocks shall be executed in line and level by skill mason

offlooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. if cutting of

paverblock necessary then it should be cut by machine only and carting. The finished surface of the paver block shall have

resonablygood, plain finished. Paver blocks shall be compacted and shall be relaid if necessary. Gravel or such type of

materials shall notbeallowedfor production.Layingon50mmthick sandbedding.

• Layingon50mmthicksandbedding.

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil

murrumincludingsortingoutsandstackingofusefulmaterialsstuffupto 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various Retail outlets. The

workincludes: 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 andsuggest strengthening ifrequired.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks. Manufacturing of paver blocks

inyour plant as per requirements in technical specification enclosed. Supplying of paver blocks at site, including handling at

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding, within shortest

possibletime the site is public place hence care should be taken to ensure that the routine activities should not be disturbed. The

job oflayingmayrequiredtobe carried outduringnightalso.

TestingofpaverblocksshallthroughreputedGovt./NonGovt.Testhouseonlyandsubmissionoftestresultsasperrequirements in

Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be borne byparty. The

contractor shall guarantee that all material and components designed, fabricated, supplied, and laid by him shall befree from any

type of defect due to faulty material and/or workmanship/erection for a period of One year from the date

ofcompletionofwork.However,thecontractoroneyear'sshallrenderfreemaintenance.

TECHNICALSPECIFICATIONS:

PaverBlockManufacturingFacilities:

ThePaverBlockshallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

The machine shouldbe capable of producinghighqualityPaverBlocksbyobtaininghighlevelofcompactionbyapplication of

hydraulic compaction and also by high intensity vibration to the moulds. The machine should haveautomaticcontrol

foruniformityinstrength.

ConcreteBatching&MixingPlant:(Notessential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should be mixed

inconcrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should equipped with

automaticcontrol panel formaintainingwatercementratiofrombatch to batch to obtain concrete of uniform quality

andstrength.Theplantshouldbeequippedwithadequatemechanismformechanizedloadingofrawmaterialsintomixer

andconveyorbeltfortransportationofconcretefrommixertoconcreteblockmakingmachinetomaintainqualityofwet cement.

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.

Laboratory(Desirablebutnotessential):

The testing equipment should have required in the Laboratory as

perthefollowing:ACompressiontestingmachineofadequate capacity.

Othertoolsandequipmentfortestingrawmaterialsandpaverblocks.

Systematic record of test results of various paver blocks manufactured in the

factory.ConcreteMixDesignforvariousgradeofconcreteusedformakingofpaverblocks.

SpecificationsForColouredPaverBlocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using or equivalent

approvedcolourPigmentof“BAYER”Make“BAYFERROXIRONOXIDEPIGMENTS”withminimumcolourpigmentof3%byweight

of cement. The colour shade shall be “RED” as selected by AMC before commencement of the work. White cement

shallbe used for colored pavers to obtain the desired colour shade. The job also includes providing 50 mm thick sand

beddingtomatchtheshadeofthepaverblock.

Thecolourofthepaverblockshallbeguaranteedagainstfadingofcolourforperiodof12monthsfromthedateoflayingofthe

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofcolouredpaverswillbeasperattachment.

PaversBlockCharacteristics:

The concrete pavers should have perpendicularities after release from the mould and the same should be retained

untilthe laying. The surface should be reasonably smooth and of anti skid and anti glare type. The paver should have

uniformchamfers to facilitate easy drainage surface run off. The pavers should have uniform interlocking space of 2mm

to 3mmto ensure compacted sand filling after vibration on the paver Surface. The concrete mix design should be

followed foreach batch of materials separately and automatic batching plant is to be used to achieve uniformity in

strength andquality.The pavers shall be manufactured in single layer only. Skilled labour should be employed for laying

blocks toensure line and level of laying, desired shape of the surface and adequate compaction of the sand in the joints.

Thepavers shall be of cement gray colour without any pigment & for coloured pavers refer “specifications for

colouredpave`” 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

PaverBlockDimensions:

Shape Unipaver,IshapeordirectedbyAddl.C.E.

Chamfer 4mmto6mmalongtopedges

Colour Naturalcementgreycolourwithoutuseofanypigment.

Forcolouredpaversrefer“specificationsforcolouredpavers”

DimensionalTolerance (+/-)2mmforlength&width,

(+/-)3mmforHeight(Thickness)

TestingofPaverBlocks:

SR.NO *TEST AverageValues Frequency

1. CompressiveStrength Min.35N/Sqmmfor60mm 250Smt/1Test

2. FlexuralStrength Minimum4.5N/Sqmm

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

*Samplingandtestingprocedureasperenclosedspecifications

SamplingandTestingProcedureforPaverBlocks

INTERNAL–Averageofminimum3samplesper 5000Blocks.

SamplingforTesting

SamplingofPaverblocks.

Methodofsampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be divided into

tenapproximatelyequalgroups. Threeblocksshallbedrawnfrom each group.

Markingandidentification:

All samples shall be clearly marked at the time of sampling in such a way that the designated section of part thereof,

andtheconsignmentrepresentedbythesample,areclearlydefined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the paving intransit. Protect

the paving from damage and contamination until they have been tested. The testing shall be carried assoon as possible, after the

sample has been taken. As soon as practicable after sampling. The samples shall be stored inwaterat20degreeC5 degreeC for24

hourspriortotesting.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge and/or his

authorizedrepresentativeusingRubbermouldandTablevibratorforKerb instead ofmechanicalpresssystem.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet, metal, soling etc.complete

with stacking the materials as directed. The road surface of asphalt shall carefully be opened to full width asdirected by the

Engineer-in-Chargeand/or hisauthorizedrepresentative.

Excavationareashallbeproperlyidentifiedandmarkedinrectangularshape.Theroadcrustshallbeopeneduptoentire depth i.e. including

soling. All the materials shall be separately deposited in such a way and in places as may bedetermined by the Engineer-in-Charge

and/or his authorized representative. In case rubble not being so deposited orbeing mixed up with the excavated materials will

not be allowed for refilling. The cost of materials shall be charged fromthecontractor.The decision oftheC.E.shallbefinal and

bindingtothecontract

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet for

GeneralTechnicalSpecificationforbuilding works.

TherateshallbeforaunitofSMT

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat aggregates 40mm nominal

size)and curingcomplete.

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials and watered and

rammedas directed. The proportion of cement, sand and hand broken stone aggregates shall be one part of cement, 5 parts of

coarsesand, 10parts of hand broken stone aggregates and shall so measured by volume. The concrete shall be mixed in a

mechanicalmixer at the site of work. Hand mixing may however be allowed for smaller quantity of work if approved by the

Engineer-incharge.WhenhandmixingispermittedbytheEngineer-

inchargeincaseofbreakdownofmachinery’sandintheinterestofthe work. itshall be carriedout on a water tight platform and care

shall be taken to ensure that mixing is continued until themass is uniform in colour and consistency. The quantity of water

shall be sufficient to produce a dense concrete of requiredworkability for the purpose. The concrete shall be handled from the

place of mixing to the final position in not more than 15minutes by the method as directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixingwith water i.e. before the setting commences. The concrete shall

be laid in layers of 15 cms. to 20 cms. The concrete shall berammed with heavy iron rammers and rapidly to get the required

compaction and to allow all the gaps to be filled with mortar.After the final set, the concrete shall be kept continuously wet, if

required by pounding for a period of not less than 7 days fromthe date of placement The concrete shall be measured for its

length breadth and depth, limiting dimensions to those specified onplan or asdirected.

ModeofmeasurementsshallbeonCMTbasis

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand bedding, levelling, watering and

fixing in line & level as well cleaning the site etc.comp. as directed.

Therateshallbeforaunit of SMT BASIS.

Supplying and fixing Nimbhadaladi 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

Modeofmeasurementsshallbeonsmt.basis.

P/L brickbats sand concrete (1:2) of one part of sand and two part of old brickbats including spreading laying ramming watering

and consolidation etc complete as directed.

Modeofmeasurementsshallbeoncmt.basis.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the

Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Codal

Production & Supply of WMM to site of

worksLayingof WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed with water,

toa dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in accordance with

therequirements of these Specifications. The material shall be laid in one or more layers as necessary to lines, grades and cross-

sectionsshownon the approved drawingsorasdirectedbytheEngineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other

approvedtypes of compacting equipment are used, the compacteddepth of a single layer of the sub-base coursemay be upto

mmwith the approval ofthe Engineer.

PhysicalRequirements

Coarseaggregatesshallbecrushedstone.TheaggregatesshallconformtothephysicalrequirementssetforthinTable19-1.

Sevaliya/Timba/Ankodiyaspecialaggregateisonlyacceptable.

Ifthewaterabsorptionvalueofthecoarseaggregateisgreaterthan2percent,thesoundnesstestshallbecarriedoutonthematerialdelivered

to site asperIS:2386 (Part-5).

Table19-1:PhysicalRequirementsofCoarseAggregatesforWetMixMacadamforSub-base/BaseCourses

S.No. Test TestMethod Requirements

1. LosAngelesAbrasionvalueorA IS:2386(Part-4) 40percent(Max.)

ggregateImpact value

IS:2386(Part- 30percent(Max.)

2. CombinedFlakinessandElongationindices(To IS:2386(Part-1) 35percent(Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first beseparated out. Flakiness index is weight of flakystone

metal divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index

isweightofelongatedparticlesdividedbytotalnon-flakyparticles.Thevaluesofflakinessindexandelongationindexsofoundareaddedup

GradingRequirements

TheaggregatesshallconformtothegradinggiveninTable19-2.

Table19-2:GradingRequirementsofAggregatesforWetMixMacadam

ISSieveDesignation PercentbyweightpassingtheISSieve

Materialfinerthan425 micronshallhavePlasticityIndex(PI)notexceeding6.

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low limit on

onesievetothehighlimitontheadjacentsieveorviceversa.

Construction Operations:-

Preparation ofBase

The surface of the sub-grade/sub-base/base toreceive the Wetmixmacadamcourseshall be preparedtothespecifiedgradeand

camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be corrected in anapproved

manner and rolleduntilfirmsurfaceisobtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and potholes

shallbe repaired and made good with the suitable material. The existing surface shall be scarified and re-shaped to the required

gradeandcamberbeforespreadingthecoarseaggregateforWetmixmacadam.

PreparationofMix

WetMixMacadamshouldbepreparedinanapprovedmixingplantofsuitablecapacityhavingprovisionforcontrolledadditionof water

and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant.For small quantity

ofwetmixwork,theEngineermaypermitthemixingtobedone in concrete mixers.

Quantityofwatershouldnotvaryfrom OMC determinedasperIS : 2720 (partVIII)bymorethanagreedlimit.Themixedmaterialshould

be uniformly wetandnosegregation should be permitted.

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-base/base

inrequired quantities. In no case should these be dumped in heaps directly on the area where these are to be laid nor shall

theirhaulingover a partlycompletedstretchbe permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or

hisauthorized representative. For portions where mechanical means cannot be used, manual means as approved by the

Engineershall be used.The motor grader shall be capable of spreading the material uniformly all over the surface. Its blade shall

havehydrauliccontrolsuitableforinitialadjustmentsandmaintainingthesame soastoachievethespecifiedslopeand grade.

Thepaverfinishershallbeself-propelled,havingthefollowingfeatures:

(i) Loadinghoppersandsuitabledistributionmechanism

screedshallhavetampingandvibratingarrangementforinitialcompactiontothelayerasitisspreadwithoutruttingorotherwisemarringth

e surface profile.

(iii) Thepavershallbeequippedwithnecessarycontrolmechanismsoastoensurethatthefinishedsurfaceisfreefromsurfaceblemishes.

The surface of the aggregate shall be carefullycheckedwithtemplatesandall high or low sports remediedbyremovingoradding

aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation of layer

andfineparticlesshouldbeallowed.Theaggregatesasspreadshouldbeofuniformgradationwithnopocketsoffinematerials.

Afterthemixhasbeenlaidtotherequiredthickness,gradeandcrossfall/camberthesameshallbeuniformlycompacted,tothefulldepthwith

suitableroller.Ifthethicknessofsinglecompactedlayerdoesnotexceed100mm,smoothwheelrollerof80to

100 kN weight may be used. For a compacted single layer upto 200 mm, the compaction shall be done with the help of

vibratoryrollerofminimum staticweightof80to100kNorequivalentcapacityroller.Thespeedoftherollershallnotexceed5km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress

graduallytowards the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly over-lapping

eachprecedingtrackbyatleastonethirdwidthuntiltheentiresurfacehasbeenrolled.Alternate trips of the

rollershallbeterminatedinstopsatleast 1m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges have

beenfirmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of the road

uniformlyoverlappingeachoftheprecedingtrack by at least one-third width untiltheentiresurfacehasbeen rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be corrected at

onceasspecifiedand/or removedandmade good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with

mechanicaltampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper bonding of the

addedmaterialshallnotbepermitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-

base/basecourse or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre straight

edge, thesurface should be loosened and premixed material added or removed as required before rolling again so as to achieve a

uniformsurfaceconformingtothedesiredgradeandcrossfall.Innocaseshouldtheuseofunmixedmaterialbepermittedtomakeupthe

depressions.Rolling shall be continued till the density achieved is at least 98 per cent of the maximum dry density for

thematerialasdetermined by the method outlinedin IS :2720(Part-8).

Aftercompletion,thesurfaceofanyfinishedlayershallbewell-closed,freefrommovementundercompactionequipmentorany

compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective areas shall be made goodto

the fullthicknessofthelayerandrecompacted.

Settinganddrying:

Afterfinalcompactionofwet mixmacadamcourse,theroadshallbeallowedtodryfor24hours.

OpeningtoTraffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried and

thewearingcourse laid.

Surface Finish and Quality Control of

WorkSurface evenness:

ThesurfacefinishofconstructionshallconformtotherequirementsofClauseinItemNo.16&17&18.

Qualitycontrol:

ControlonthequalityofmaterialsandworksshallbeexercisedbytheEngineerasperTable19-3.

Table19-3:TestandFrequencyforMaterialsforWetMixMacadam

Type Test Frequency ISCode

ofConstructi (Asper CircularNo.66)

Wet Gradation Onetestper200Cu.m. IS:2386,Part-I-1963

MixMacada AggregateImpactValue Onetestper1000Cu.m. IS:2386,Part-IV

Combined Flakiness Onetestper500Cu.m. IS:2386,Part-I

andElongationIndices

Atterberg Limits of portion Onetestper200Cu.m. IS:2720,Part-V

ofaggregatespassing

Densityofcompactedlayer Onesetofthreetestsper IS:2720,Part-VIII

RectificationofSurfaceIrregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the course

isotherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer shall be scarified

overthe affected area, reshaped with added premixed material or removed and replaced with fresh premixed material as

applicableand recompacted. The area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case

shalldepressionsbefilledupwithunmixedandungradedmaterialor fines.

ArrangementforTraffic

Duringtheperiodofconstruction,arrangementsforthetrafficshallbeprovided.TheContractorshalltakeallnecessarymeasures for the

safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking,flags,

lightsandflagmenasper instruction oftheEngineer-in-charge.

MeasurementsforPayment

Therateshallbeforaunitofonecubic meter.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work and repairing by brick masonry in

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting the

MeasurementsforPayment

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

Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items includes necessary excavation,

asphaltcutting of any thickness, erecting in line and position and pointing with cement mortar (1:3), watering, etc complete,

fillingwithzarialongthesideofthekurb,thekurbstonefixpreparedwithbitumnioustopsurface,asdirectedbyengineerincharge.

Work shall be carried out as per item description including cost of all labour and materials etc. complete as

directed.Generalstandardpracticeoflayingofpaverblockis applicable.

ThemeasurementsshallbeonRMT basis.

Removing any kind of pavement incl stacking of serviceble material disposal of unserviceble material with 50 meter lead and lift.

TherateshallbeforaunitofSMT

Applying Priming Coat New Steel and Other any surface after and incl. Preparing the surface by / thoroughly cleaning, oil

grease, dirt and other foreign matter & Scoured with brushnes fine steel wood scrapers & Sand paper with ready mixed

paint brushing red lead.

Modeof measurement

Measurementshallbepaidby Smt.basis.

Painting Two Coats on divider and footpath curb surface / new concrete surface (Painting two coats after filling the surfac

with synthetic enamel paint in all shades on new plastered concrete surfaces )

Modeof measurement

Measurementshallbepaidby Smt.basis.

Finishing Wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even

thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials etc, complete.

Modeof measurement

Measurementshallbepaidby Smt.basis.

Painting one coats (excl. priming coat) on peviously painted steel & other Metal surfacer with enamel paint, brushing,

interior to give an even shade incl. cleaning the surface of all dirt, dust and other foreign matter..( Building

SOR - 2015-16 Ch-19, Item No.19.11 Page no.211)

Modeof measurement

Measurementshallbepaidby Smt.basis.

White Washingwith lime on wall surface ( two cats) to give an even shade including thoroughly booming the surface to

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

Modeof measurement

Measurementshallbepaidby Smt.basis.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish / texture finish kerb stones of

approved make as per approved sample of any size and any type. Kerbs shall be fixed on the foundation prepared as per

approved design. The rate shall also include for erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample must be approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above item description as per BOQ (b) 375 mm high Footpath

(1) Water shall conform to M-1.

(2) Cement shall conform to M-3.

(3) Sand shall conform to M-6.

(4) Stone aggregate shall conform to M-12

(5) Pre cast kerb shall be of approved make and as per approved sample.

1.0 Workmanship :

1.1 2.1 All Precast exposed/ fare finish/ texture finish kerb stones shall be of approved make.Sufficient curing shall be done

before placement of the same.

2.2 The method of transporting and placing the precast members shall be as approved by theArchitect and Engineer-in charge.

Members shall be so transported that no breakage orundue stresses are induced in them.

2.3 The pits of the size 0.15 M in width and 0.23 M. in depth or as per site condition shall first be excavated, true to line and

level. The specifications for excavation shall be followed as per relevant item.

2.4 The pits shall be filled with a layer of 0.15 M. thick lean concrete M15. The kerbs shall be laid on existing PCC base in true

line and plumb. The specifications for PCC work shall be followed as per relevant item.

2.5 The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered type of

kerbs including all type of necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs, inlet kerbetc complete as

per drawing. The rate shall also include the flush pointing in CM (1:2) for all joints of the kerb stones.

3.0 Mode of Measurement & Payment:

3.1 The rate shall include the cost of material and labour for fixing the kerb system including laying, jointing and finishing but

excluding the cost of excavation, bitumen cutting, base PCC, zari filling with bitumen material

3.2 The Measurement of the item shall be in Rmt basis.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of concrete and

colour machine made and blasting by automatic shot blasting machine and high density of as per approved sample of approved

make for footpath, parking areas, service lanes,cross over and other areas as mentioned in the drawing. Including providing and

laying 50 mm thick averave bedding layer of coarse sand below paver block as per required grading and specification. Laid paver

block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same specification shall be used at residue or at end. It should be laid in such a

way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required , than cut by machine only

and laying to be done by skilled flooring mason. The finished surface of the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without any

wastage. (A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code &Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative. The mode of payment

for this item shall be on Smt. Basis

Item No.22 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per approved design. The rate shall also include for erecting

and fixing the pieces in position for complete kerb system with chamfered type of kerbs including

necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete

as per drawing. Kerb shall be fixed as paper joint without any jointing material. However cement

mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes as directed engineer - incharge in above item

description as per BOQ (a) 450 hight x 600x 150 mm high median kerb.

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.23 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius kerbs, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any jointing

material. However cement mortar shall be provided at the backside of kerb stone joint. (Sample

must be approved) Cost of excavation, cutting , base , side filling shall includes as directed

engineer - incharge in above item description as per BOQ (b) 380 x 600 x 150 mm high Footpath

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.24 :-Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying & Fixing in M-20

grade using 20 mm nominal size black trap aggregate of sevaliya/timba or equivalent quality for pre-

cast blocks,reasonably exposed finish/formwork,mould with well equipped with vibratory system

for kerb stones of approved design including curing,etc.complete,including the cost of

formwork etc.complete.THe rate shall also include necessary cutting of asphalt,fixing the kerb stones in

line and level on 5 cm thick sand bedding with necessary equipments and materials.The rate shall

also include the flush pointing in CM(1:3)for all joints of the kerbstones.Filling of Zari alone the

sides of the kerb stone fixed with bituminous concrete mixed in proper position as directed by

engineer in charge to form a portable mixture.In any case gravel or such type of materials shall not be

allowed for production.

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.25:- Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour machine made and blasting by automatic shot

blasting machine and high density of as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size

of paver block with same specification shall be used at residue or at end. It should be laid in such a way

that the no cutting of the paver block to be necessary. If cutting of paver block shall be required , than

cut by machine only and laying to be done by skilled flooring mason. The finished surface of the

paver block shall have coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid

if necessary. Actual laid area shall be measured and paid without any wastage. (A) 80 mm thick M-

Mode of measurement

Measurement shall be paid by Smt. Basis

Item No.26:- Construction of RCC nosing in central verge using M-200 grade cement concrete. The item includes cost

of centering & shuttering, reinforcement, both side cement plaster in C:M 1:3 mortar & curing

etc. complete. Half round portion of the nosing shall be made by using mild steel.

Mode of measurement

Measurement shall be paid by No.. basis

Item No.27 :Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-

cast blocks, reasonably exposed finish/ formwork, mould with well equipped with vibratory system

for kerb stones of approved design including curing, etc. complete, including the cost of formwork

etc. complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessaryequipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerbstones. Filling ofzari alone the sides of the

kerb stone fixed with Bituminous concrete mixed in proper position as directed by Engineer in

change to form a portable mixture. In any case Gravel or such type of materials shall not be allowed for

productiona) Laying on 5 cm thick Sand Bedding

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.28 :Dismantling the following including loading, unloading and disposal of unserviceable material for all

lead or as directed by Engineer-In-Charge and stacking the serviceable material and backfilling the

resulting trenches and pits complete.

Mode of measurement.

(A) central verge -kerb stone

Mode of measurement

Measurement shall be paid by Rmt. basis

(B) Dismantling tiled or stone floors laid in mortar including stacking of serviceable material and

disposal of uservicalblematerial with all lead and lifts.

Mode of measurement

Measurement shall be paid by Smt. basis

(C) Demolition & disposal of unservisable material with all leadand lift for unreinforeced concrete.

Mode of measurement

Measurement shall be paid by Cmt. basis

(D) Demolition of brick work & stone masonry including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift (1) In cement mortar.

Mode of measurement

Measurement shall be paid by Cmt. basis.

(E) Demolition including stacking of serviceable materials and disposal of unserviceable materials

with all lead and lift. (I)R.C.C work.

Mode of measurement

Measurement shall be paid by Cmt. basis.

Providing & Fixing 75 mm thick Tree Grating 950*950*75 mm as per design and Drawing . The rate shall be inclusive of providing

and Laying 50 to 80 mm thick average bedding layer of coarse sand below tree grating as per required grading and specification .

the centre of grating to be same as the centre of the tree trunk. The grating to be 8 pieces as per drawing. the work of the grating

blocks shall be executed in line and level; by skilled mason of flooring work only .(Sola Science City Road tender Rate)

Mode of measurements shall be on No basis.

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.

Seal and Signature of the Bidder Add.City Engineer (West Zone)

Amdavad Municipal Corporation

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - vrùb Ítul

y.Bgw.ftu. vrùb Ítul Ítulj ytuVem,

ztuo. hbKCtR vxuj CJl, WMbtlvwht, ybœtJtœ.

vrùb Ítul xuLzh ltuxem lk-07 /2025-26 btk ytJhe juJtguj ftbtule ÂJd<tu

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt.

2. yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg< mbgbtk btufjJtlt hnuNu. mekdj xuLzh ftuve

hœ fhJtbtk ytJNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, xuLzh ftuve <&t yLg vwhtJt mt&u yawf mtbu j fhJtle hnuNu

ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh

4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

7. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s MJefthJtbtk ytJNu.

œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz

z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf

duhkxelt MJYvbtk ytvJtle hnuNu.

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

9. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g jFJtltu hnuNu.

10. Nh<e xuLzhtu hœ ct<j dKtNu.

11. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u mbglu ftble BþÆ<btk bshu

ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ >huf xuLzhh ujuJe.

12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf

duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzo h fu

ckufduhkxelt MJYvbtk ytvJtle hnuNu.

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

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg ftuLx[[tfxhu

y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s ytvJtbtkk ytJNu.

ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo

hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh mh¾gwjh,lk -

17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve <&t yvd{uzuNl Ve ylu btv

œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu JvhtNlt ceò

hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm

btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk

ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk xuLzh mt&u hsw

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe ftuR

AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult mtawk jFtK fu

ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt ytJNu

<ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof

JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh< y&Jt

mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu

htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh s

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJt

yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk ytJNu.

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb œh

btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb

œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu (jefJezexe

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF,mhJem-

ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt

Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk ylu xuLzh Chlth

Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e

ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt

vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh

ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt< fhJtbt

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe

(òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK

vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu

Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu

ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu xuMxekd

fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl

sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle &tg

<uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu

jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc

fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu

vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su

ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn ytJu fu œhhtus

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu

ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch Mþ^eltu

dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble mbgbgtoœt dKJtbtk

ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t vwhtJt vubuLx

fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

2: dwsht< mhfth©elt ©b, ftuNÕg rJftm ylu htusdth rJCtdlt XhtJ ¢btkf: LED/WRT/efile/11/2024/ 0293/M2

mraJtjg,dtk^eldh. <t.15/02/2024 bwsc fboathe ©bgtudele òudJtR vhevqKo &tg <u mwrlr©< fhJtlwk hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu jd<t

btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

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

btuctEj lkch mt&u (vrùb Ítul)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK fgto ctœ

24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu stuFbu ftbdehe

fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u ftb NY

fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg< mbgbgtoœtbtk vwKo fhJtbtk

lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk ytJNu.

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth vulÕxe

fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu hnuNu.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is employed on the site work,

the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the employer

refuses to deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal

Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date 06--02-

97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining amount is

refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

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

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

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same shall

be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These shall form

a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be necessary to

comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly filled in by the

contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published by A.M.C through

its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the tender

documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under any

Clause : 5SCHEDULE OF MAINTENANCE

To keep paver blocks and footpaths durable, safe, and aesthetically pleasing, a structured maintenance schedule is essential. Pavers are

"interlocking" systems, meaning their strength relies on the sand in the joints; if the sand disappears, the blocks move and eventually

Below is a comprehensive maintenance and repair schedule categorized by frequency.

1. Common Defects & Repair Actions

When inspections reveal issues, use this guide to determine the repair method:

A. Sunken or Uneven Blocks (Settlement)

 Cause: Poor base compaction or water washing away the bedding sand.

 Repair: 1. Carefully lift the affected blocks using a flat-head screwdriver or paver extractor.

2. Add additional bedding sand to the base and compact it.

3. Re-install the blocks and sweep new sand into the joints.

B. Missing Joint Sand (The "Linchpin" of Pavers)

 Cause: Rain, wind, or aggressive power washing.

 Repair: Sweep Polymeric Sand into the joints. This sand contains a binder that hardens when misted with water, making it

resistant to washouts and weeds.

C. Cracked or Chipped Blocks

 Cause: Heavy vehicle impact or freeze-thaw cycles.

 Repair: Individual blocks should be replaced. This is why it is recommended to keep "attic stock" (extra blocks) from the

original installation to ensure a color match.

2. Checklist for Footpaths

 Contractor shall execute maintenance works as directed by the client and through self-inspection under the instruction of

Engineer-In-Charge.

 Surveying of footpaths and paver blocks shall be undertaken as and when required on the designated roads and chawls, as

instructed by Engineer-In-Charge.

 The inspection schedule shall be aligned with the following categories of complaints, with priorities determined by the

Engineer-In-Charge:

o CCRS complaints

o Complaints from MLSs/ Councilors

o Complaints from Officials

 The specific roads and chawls shall be surveyed as per below schedule as specified.

o The contractor shall visit the ward office once a week to obtain details of the roads scheduled for inspection

and conduct a survey of footpaths and paver blocks, as directed by the Engineer-in-Charge (EIC)

 The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the prevailing

AMC circulars of SOM issued from time to time.

Contractor's Sign Addl.C.E.(westzone)