Construction Rcc road and fixing interlocking Paver block at bhatta area , anand nagar area , narayan nagar road area , vikas gruh road area , bhimnath road area , vasant kunj area, pritam nagar road area , hira baag crossing area , bhudarpura road area , madalpur area and in different societies under MP /MLA/Councillor / Other budget in paldi ward in west zone.(ARC Tender)

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs. 30,000.00)

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.1500.00

6. Time-Limit 12 months

7. Validity Period 120 Days

(i) Last Date of Submission of the

a) In Sealed cover in duplicate copies by Registered Post A.D,

(ii) Mode of Sending or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be

a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

9. Date of Opening 07.03.2026, 15:00 PM

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: On Dt.07.03.2026 &12:00 pm West Zone, 2nd Floor, A.M.

Tender Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and

11. Penalty Due to Delay of work

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

above 30 Lakhs) but not more then 10% of bill

12. Defect Liability The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards

the expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period

shall be 12 months from the certified date of completion which

should include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

Whenever a work is allotted by Engineering staff, whether minor or

major of part thereof of any amount, the contractor shall be bound

Time permitted to start parts of

13. to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Failure of comply to start the works in 48 hours of intimation

as above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

14. ક ાકટરને વતમાન GST અલગથી ુ વવામાં

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

fine of Rs. 5,000/- for each incident.

15 Safety  Failure to erect safety signage or trying to carry out

he works without proper precautions/safety measures as

equired will attract a fine of Rs. 5,000/- for each incident.

Register “ E 1 ” class in PWD in Govt. R&B/CPWD/AMC or

equivalent register with any other state Govt. or institutions.

16 Required registration:-

 If successful bidder is not registered with AMC, they will

have to register before submitting his Running Bill No.

Contractor's Sign Addl.C.E.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

Name of Work :- Construction Rcc road and fixing interlocking Paver block at

bhatta area , anand nagar area , narayan nagar road area , vikas gruh road area

bhimnath road area , vasant kunj area, pritam nagar road area , hira baag crossing

area , bhudarpura road area , madalpur area and in different societies under MP

/MLA/Councillor / Other budget in paldi ward in west zone.(ARC Tender)

Sr. Quantity Item Rate Unit Amount

Box cutting the road surface to proper slope and camber for making a base

1 360 for road work including removing the excavated stuff and depositing on the Cmt

road side slope as directed upto 50Mt.lead.

CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime

2 0 murrum building rubbish earth manure or sludge & execavated rock and

rubbish [Lime murrum building rubbish]

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

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 -

central verge -kerb stone

Dismantling tiled or stone floors laid in mortar including stacking of

b 200 serviceable material and disposal of uservicalble material with all lead and Smt

Demolition & disposal of unservisable material with all lead and lift for

c 100 unreinforeced concrete. (AMC sor) Cmt

Demolition of brick work & stone masonry including stacking of serviceable

d 50 materials and disposal of unserviceable materials with all lead and lift Cmt

(1) In cement mortar.

Demolition including stacking of serviceable materials and disposal of

e 70 unserviceable materials with all lead and lift. (I) R.C.C work. Cmt

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

pavement / RCC of thickness up to 0.20 meter including demolishing the

4 asphalt carpet, metal,s oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on Previously approved rate by -

up to 0.20 meter thickness (By Manual)

0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter

b 600 machine including cost of operator, fuel, & transportation etc complete. Smt

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter

c 100 machine including cost of operator, fuel, & transportation etc complete. Smt

5 50 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Rmt

Footpath in M-20 grade using 20 mm nominal size black trap aggregate of 350.89

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

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

6 200 mechanically compacted. The work of paving blocks shall be executed Smt

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

Laying on 5cms thick sand beddding.

Providing and laying cement concrete 1:4:8 (1- Cement : 4- fine sand : 8-

7 100 graded brick bat aggregates 40mm nominal size) and curing complete. Cmt

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand :

8 20 10- hand broken stone aggregates 40 mm nominal size) and curing complete Cmt

excluding cost of formwork in (A) Foundation and Plinth

Providing TMT Bar FE500D reinforcement for R.C.C. Work including

9 2850 bending,binding and placing in position complete upto floor two level Kg

Construction of RCC nosing in central verge using M-200

grade cement concrete. The item includes cost of centering

10 2 & 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.

Providing and laying in position Ready Mixed M-200 grade concrete

for reinforced cement conctere work, using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work intransit mixer for a lead up to

kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work

11 150 including pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS:9103 to accelerate/ retard setting of concrete,

improve work ability without impairing strength and durability as per

direction of theEngineer-in-charge. Without Fly Ash (Min cement

level as per latest IS456 shall be maintained) (Cement level 400 kg )

Providing Formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

12 0 Height of propping and centering below supporting floor to ceiling

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

concrete and plain concrete work in.

(A)Foundations Footings Bases of Columns etc. and Mass concrete.

Providing & Applying Tri mix with Machine floater machine on constructed

13 1000 RCC work including Machine & Labour etc Comp as directed. Smt

Making 15 mm groove in RCC work on road and filling it with polysulfied

14 133 selant and finished it good incl.all labour charges etc comp as directed. Rmt

Hiring of tractor with trolley considering 8 Hrs. as working day hours

15 30 incl.Driver Day

Providing chota hathi or driver with fuel , to carry out different works during

day/night for 8 hrs. shift. Work shall be carried out as per the instructions of

Engineer in charge 4 Nos of labour all necessary permit etc. comp. (For 8 1,452.00

Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as

per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges and stacking of useful & non-useful materials 535.71 Hour

separately up to store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

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 same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

Repairing damaged I.C./ Raising 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 chamber sheet cover, removing the debris from chamber

and carting the same as directed.

Providing F.R.C. MH seat cover incl. carting to the work site etc.

comp. Directed. -

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :

728mm ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm

MS flat allround, 16mm ø plain round bar for lifting the cover & should be

a 15 fitted with plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the edges of frame. FRC E.H.D.-

35 manhole cover & frame described as above

(SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

b 22 Frames- 560mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :2002 table 1

(SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers &

c 20 Frames- 560mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :2002 table 1 (SET cover and frame)

(SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear

e 15 opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table 1.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any store)

Supplying, labour for break down repairing work for activities like

22 0 excavation, disliting, removing debris from trench back filling etc. comp. as

directed by Eng.in charge.

Mazdoor at day /Night

Makadam/ supervision at day / Night

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to

mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in

23 20 the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside the catch pit in the

proportion of CM (1:3) with out jali etc. comp. as directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

24 20 600mm clear opening etc. comp.. As directed by engineer in charge. No

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 Provision.

Production & Supply of WMM

Labour work for fixing interlocking blocks / any kind of pavement on up to

26 198 mm thick sand bedding, levelling,watering and fixing in line & level as well

cleaning the site etc.comp. as directed. 68.64 Smt

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 and pointing with cement mortar

(1:3), watering, etc complete, filling with zari along the side of the kurb, the 136.40

kurb stone fix prepared with bitumnious top surface, as directed by engineer

Providing and supplying ISI Standard RCC pipes (of sulphate resisting Cement

)in standard lengths of following class and diameter suitable for rubber ring

28 joints (socket and spigot) including all taxes,insurance, transportation,treight

charges,octroi,inspection charges, loading,unloading, conveyance to

departmental stores, stacking etc. complete

Class NP3 Test pressure 0.7 Kg/Sq.Cm

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following

diameters in proper position , grade and alignment at all level as directed by

Engineer-in- charge including conveyance from stone to site of work, labour -

giving hydraulic testing as per ISI code.

Removing and refixing of kerb Removal of existing kerb stones of

any type, any size, any thickness in safe manner with base PCC including

excavation etc and refix the same as desired location as per drawing and as

directed by Engineer in charge. Rate shall be inclusive of removing with all

subbase (including excavtion), refixed the same (approved before reuse) on

existing base PCC, addition kerb of same profile (if required and shall be paid 72.32 Rmt

relevant tender item), disposal unserviceable material with all lifts and up to

any lead at non objectional place and stacking the serviceable material

(paver) upto AMC store including loading, unloading as directed by Engineer-

Filling Zari Filling of Zari along the sides of the kerbstone fixed,

prepared with Bituminous Concrete mixed in proper proportion

31 100 as directed by Engineer- In - Charge to form a pourable

mixture. (Street Devlopment of Dehgam Road From Devi

Cinema road tender)

Pre cast Cylindrical Bollard Providing and fixing cylinder pre

cast bollard with exposed/ fair finished made in M-30. Bollard

is precast with cement concrete of M-30 grade by providing

no of 12 mm dia. tor steel by vibro compaction method using

FRP/steel mould for achive shutttring finish as directed and

approved by EIC. Sample shall be approved. Approximate size

of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate

shall be inclusive of concrete, reinforcements as stated in the

32 5 item description, necessary moulds, pouring, placing, No

compaction, necessary curing, all accessories required for

fixing, with all taxes, transportation, loading and unloading

charges. Additional reinforcement, if any shall be measured

and paid for in the relevant tender item. The rate shall also

include for erecting and fixing the pieces in position etc

complete as per drawing. The rate shall also include the cost of

excavation, base PCC M15 grade and finish good, curing etc

complete as directed by engineer in charge.

Providing and laying for approved for approved quantity (ISO

33 1000 certified Brand) floor Harderner @ 3.0 Kg/Smt

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

AMC Finance dept.circular No –41,Dt.08/02/2022

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

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period upto March-

31,2022.The validity cutoff date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee. Guarantees issued or Authorized by

Ahmedabad Branch Only.

(1) CommercialBanks:

(5) KotakMahindraBank

(6) IndudIndbank

(8) TamilnaduMercantileBank

(9) UjjivanSmallFinancebank

(10) AUSmallFinanceBank

(11) FedaralBankBank

(12) EquitasSmallFinancebank

(13) BandhanBank

(14) StandardCharteredBank

(2) Co-Operative & Rural Banks of Gujarat

1. TheMehsanaUrbanCo-operativeBankLtd

2. TheAhmedabadMercantileCo-OperativeBankLtd

3. NutannagrikSahakariBankLtd

4. TheKalupurCommericalCo-operativeBankLtd

5. RajkotNagarikSahakariBankLimited

6. TheGujaratStateCo-OperativeBank

8. SaurashtraGraminBank

SealandSignatureoftheBidder AddlCityEngineer

AHMEDABADMUNICIPALCORPORATION

SpecialCondition

Name of Work:“ Construction Rcc road and fixing interlocking Paver block at bhatta area

anand nagar area , narayan nagar road area , vikas gruh road area , bhimnath road area

vasant kunj area, pritam nagar road area , hira baag crossing area , bhudarpura road area

, madalpur area and in different societies under MP /MLA/Councillor / Other budget in

paldi ward in west zone.(ARC Tender)with 50% Matirial from Amdavad Enviro Project Pvt. Ltd. at PALDI

ward, WEST zone."

Special condition of contract for ( Providing and Laying of Rubber Moulded Paver Block Grey 60 mm thick,

M-35 Grade, Any size and shape of Interlocking paver block M-35 Grade, 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using 20 mm nominal size,).

 Successful bidder of this tender shall have to purchase 50 % of total quantity of paver block from

Amdavad Enviro Projects Pvt. Ltd. directly. The paver blocks shall be as per tender BOQ & tender

specifications. Payment of such 50% quantity shall be made to Amdavad Enviro Projects Pvt. Ltd.

directly by the successful bidder on mutual agreement of rate between successful bidder &Amdavad

Enviro Projects Pvt. Ltd.. AMC shall not be responsible for any kind of dispute between Amdavad

Enviro ProjectsPvt.Ltd.&successfulbidderofthistender.Thesuccessfulbidderwill be paid by AMC as

per tender BOQ item rate + premium.

 Thequality,size,shape,compressivestrength&othertechnicalparametersofPaverBlockshall be as per IS

standards & tender specifications and shall be completely successful bidder’s responsibility.

 IfincaseoffailureofPaverBlockorifPaverBlocksarenotasperthestandards,thesameshall be rejected.

Successful bidder shall remove such failed paver blocks immediately from site and fix new paver

blocks as per standards.

 The successful bidder shall produce a certificate / bill from Amdavad Enviro Projects Pvt. Ltd.

showing quantity of Paver Block, which should be minimum 50% of total quantity.

1.AlltherelevantClausesmentionedintheTenderwhicharerelatedtoaboveclausesshallbe read as

mentioned in above Special Condition.

Dy.CityEngineer Addl.CityEngineer

(West Zone) (west Zone)

AHMEDABAD MUNICIPAL CORPORATION ENGINEER

TECHNICAL SPECIFICATION

Name of Work:- Construction Rcc road and fixing interlocking Paver

block at bhatta area , anand nagar area , narayan nagar road area

vikas gruh road area , bhimnath road area , vasant kunj area, pritam

nagar road area , hira baag crossing area , bhudarpura road area

madalpur area and in different societies under MP /MLA/Councillor /

Other budget in paldi ward in west zone.(ARC Tender)

General Technical Specification Section

Following technical specifications shall be applicable to the relevant items of BOQ

Box cutting the road surface to proper slope and camber for making a base for road workincluding removing

the excavated stuff anddepositing on the road side slope as directedupto 50Mt.lead..

The mode of payment for this item shall be on Cmt. Basis.

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

manure, arbage, sludge, excavated rock, fly ash, aggregates

of any kind Including spreading & levelling etc. complete.

The mode of payment for this item shall be on Cmt. Basis.

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. central verge -kerb stone.

b. Dismantling tiled or stone floors laid in mortar including stacking of serviceable material

and disposal of unserviceable material with all lead and lifts.

c. Demolition & disposal of unserviceable material with all lead and lift for unreinforced concrete.

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.

e. Demolition including stacking of serviceable materials and disposal of unserviceable materials

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

The demolition shall consist of demolition of one or more parts of the structure as specified or shown in the

drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing whole or part of

work including all relevantitem as specified or shown in the drawings.

The demolition shall always be planned before hand and shall be done in reverse order of the one in which the

structure was constructed. Contractor is fully responsible for proper and safe demolition.

Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or

property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be carried

out in such a way that no damages is caused to the adjoining property.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions shall be

taken to keep the dust nuisance down as and where necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by

dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The dismantled

articles shall be properly stacked as directed. All materials obtained from demolition shall be the property of

Government unless otherwise d shall be kept in safe custody untilhanded over to the Engineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked

properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as directed by

the Engineer-in-charge.

On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

Mode of measurements & payment :

Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured under this

item. Specification for deduction for voids, openings etc. shall be on same basis as that employed for

construction of work.

All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c,d,e) Cubical connection shall be worked out to the nearest 0.01 Cu.m.

The rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable materials

properly and disposing the unserviceable materials with all lead and lift. The rate also includes for temporary

storing for the safety of the portion not required to be pulled down or of adjoining property and providing

temporary enclosures or partitions where considered necessary.

The rate shall be for a unit of

one cubic metre.For

Dismantling of Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid on mortars shall

be done Dismantling implies carefully taking up or down or these are fixed by nail screws bolts etc. the shall be

taken out with proper tools.

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate shall include

stacking the unserviceable materials as directed will lead and lift.

The rate shall be for a unit of (a) RMT (b) one sq. Meter (C) CMT(d)Cu.m(e)Cu.m

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up to

meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking

the material as directed. (a) up to 0.20 meter thickness (By Manual)(b) 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 complete.(c)

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator, fuel,

& transportation etc complete.

The Item shall be carried out as per Item description and as per instruction of Engineer-in-Charge and/or his

authorized representative.

The rate includes the cost of excavation of bituminous macadam i.e. bituminous layers only like DBM, BC

etc including the labours, tools, equipment and all other incidental expenses. Non Bituminous Sub-layer/Sub

base are not considered in this item.

Work shall be carried out manually or by Machinery as per site

requirements.The mode of payment for this item shall be on

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 .

Specification as per Item No. 5 only size of kerb as mentioned in Abstract.

The mode of payment for this item shall be on Rmt. Basis.

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

and/or his authorized representative. 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 notbe allowed for production. Laying on 50 mm thick sand bedding.

• Laying on 50 mm thick sand bedding.

Scope of work :

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

sorting outs and stacking of useful materials stuff up to 50mt.

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

The work includes: Verification of the existing site condition and advising our project in charge to lay suitable

base course if required. Contractors are required to satisfy themselves with quality of sub grade, sub-base

course before the paver blocks are laid and suggest strengthening if required.

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

of paver blocks in your plant as per requirements in technical specification enclosed. Supplying of paver blocks

at site, including handling at both ends.

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

shortest possible time the site is public place hence care should be taken to ensure that the routine activities

should not be disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks shall through reputed Govt. /Non Govt. Test house only and submission of test results as

per requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost for such

tests to be borne by party. The contractor shall guarantee that all material and components designed,

fabricated, supplied, and laid by him shall be free from any type of defect due to faulty material and/or

workmanship/erection for a period of One year from the date of completion of work. However, the contractor

one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.

The machine should have automatic control panel

for uniformity in strength.

Concrete Batching & Mixing Plant: (Not essential)

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

should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant

should equipped with automatic control panel for maintaining water cement ratio from batch to batch

to obtain concrete of uniform quality and strength. The plant should be equipped with adequate

mechanism for mechanized loading of raw materials into mixer

and conveyor belt for transportation of concrete from mixer to concrete block making machine to

maintain quality of wet cement.

The factory should have well designed curing area to ensure adequate curing of paver blocks.

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as

per the following:A Compression testing machine of adequate

Other tools and equipment for testing raw materials and paver blocks.

Systematic record of test results of various paver blocks

manufactured in the factory.Concrete Mix Design for various grade

of concrete used for making of paver blocks.

Specifications For Coloured Paver Blocks:

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

equivalent approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with

minimum colour pigment of 3% by weight of cement. The colour shade shall be “RED” as selected by

AMC before commencement of the work. White cement shall be used for colored pavers to obtain the

desired colour shade. The job also includes providing 50 mm thick sand bedding to match the shade of

the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months

from the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be

as per attachment.

Pavers Block Characteristics:

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

be retained until the laying. The surface should be reasonably smooth and of anti skid and anti glare

type. The paver should have uniform chamfers to facilitate easy drainage surface run off. The pavers

should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

vibration on the paver Surface. The concrete mix design should be followed for each batch of materials

separately and automatic batching plant is to be used to achieve uniformity in strength and quality. The

pavers shall be manufactured in single layer only. Skilled labour should be employed for laying blocks to

ensure line and level of laying, desired shape of the surface and adequate compaction of the sand in

the joints. The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pave`” The pavers are to be skirted all round with kerbing using solid

concrete blocks of size 150mm X 250mm X 380mm. The kerbing should be embedded for 100mm

depth. The concrete used for kerbing shall be cured properly for 7 days minimum.

Paver Block Dimensions:

Thickness 60 mm

Shape Unipaver, I shape or directed by Addl.C.E.

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

Dimensional Tolerance (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

Testing of Paver Blocks :

SR. NO * TEST Average Values Frequency

1. Compressive Strength Min. 35 N/Sq mm for 60mm 250 Smt / 1 Test

2. Flexural Strength Minimum 4.5 N/Sq mm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

* Sampling and testing procedure as per enclosed specifications

Sampling and Testing Procedure for Paver Blocks

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Sampling for Testing

Sampling of Paver blocks.

Method of sampling :

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

ten approximately equal groups. Three blocks shall be drawn from each group.

Marking and identification :

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

thereof, and the consignment represented by the sample, are clearly defined.

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

in transit. Protect the paving from damage and contamination until they have been tested. The testing shall be

carried as soon as possible, after the sample has been taken. As soon as practicable after sampling. The samples

shall be stored in water at 20 degree C  5 degree C for 24 hours prior to testing.

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

authorized representative using Rubber mould and Table vibrator for Kerb instead of mechanical press system.

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 as directed by the Engineer-in-Charge and/or his authorized representative.

Excavation area shall be properly identified and marked in rectangular shape. The road crust shall be

opened up to entire depth i.e. including soling. All the materials shall be separately deposited in such a way and

in places as may be determined by the Engineer-in-Charge and/or his authorized representative. In case rubble

not being so deposited or being mixed up with the excavated materials will not be allowed for refilling. The cost

of materials shall be charged from the contractor. The decision of the C.E. shall be final and binding to the

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

Technical Specification for building works.

The rate shall be for a unit of SMT

Providing and laying cement concrete 1:4:8 (1- Cement : 4- fine sand : 8- graded brick bat aggregates 40mm

nominal size) and curing complete.

Mode of measurements shall be on CMT basis

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- hand broken stone aggregates

mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Mode of measurements shall be on CMT basis

Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and placing in position

complete upto floor two level.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or his

authorized representative.

Mode of measurements shall be on Kg basis.

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.

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work, using

cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to

site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to

site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures

in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability

without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min

cement level as per latest IS456 shall be maintained) (Cement level 400 kg )

Mode of measurements shall be on CMT basis.

Provdg. Form work of ordinary timber planking so as to give a rough finish incl. centering, shuttering, strutting

and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M &

removal of the same for in situ reinforced concrete and plain concrete work in

Mode of measurements shall be on SMT. basis.

P/A Trimix with dewatering machine and floater machine on constructed RCC work incl.cost of machine and

labour etc comp as directed.

Mode of measurements shall be on SMT. basis.

Making 15 mm groove in RCC work on road and filling it with polysulfied selant and finished it good incl.all

labour charges etc comp as directed.

Mode of measurements shall be on RMT. basis.

Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Mode of measurements shall be on DAY. basis.

Providing chota hathi or driver with fuel , to carry out different works during day/night for 8 hrs. shift. Work

shall be carried out as per the instructions of Engineer in charge 4 Nos of labour all necessary permit etc. comp.

(For 8 hours shift )

Mode of measurements shall be on SHIFT. basis.

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges and stacking of useful & non-useful materials separately up to store. (No payment should

be allowed for non working condition of machinery and for pipe line excavation and laying work)

Mode of measurements shall be on HOUR. basis.

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 same as directed.

Mode of measurements shall be on NOS. basis.

Repairing damaged I.C./ Raising 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 chamber sheet cover, removing the debris from chamber

and carting the same as directed.

Mode of measurements shall be on NOS. basis.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

A. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm thick circular

cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting the cover &

should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On the

upper periphery of frame 25 x 3 mm wide MS flat should be well embed in concrete to protect the edges of

frame. FRC E.H.D.-35 manhole cover & frame described as above

B. (SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :2002 table

C. (SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :2002 table 1 (SET cover and

D. (SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening,

The dimension of frame and cover as per mentioned in Amend No.1 to IS

E. F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Mode of measurements shall be on SET/ NOS. basis.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting road level in

C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover

will be supplied byA.M.C.(from any store)

Mode of measurements shall be on NOS. basis.

Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in charge.

Mode of measurements shall be on NOS. basis.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp.

Mode of measurements shall be on NOS. basis.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge.

Mode of measurements shall be on NOS. 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 Provision.

Production & Supply of

WMM to site of works Laying

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

premixed with water, to a dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the

case may be in accordance with the requirements of these Specifications. The material shall be laid in one or

more layers as necessary to lines, grades and cross- sections shown on the approved drawings or as directed by

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

other approved types of compacting equipment are used, the compacted depth of a single layer of the sub-base

course may be upto 200 mm with the approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set

forth in Table 19-1.

Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test shall be

carried out on the material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value

IS:2386 (Part-4) or 30 percent (Max.)

2. Combined Flakiness and Elongation indices (To IS:2386(Part-1) 35 percent (Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first be separated out. Flakiness index

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

flaky) stone metal. Elongation index is weight of elongated particles divided by total non-flaky particles. The values of flakiness index and

elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading given in

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

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

low limit on one sieve to the high limit on the adjacent sieve or vice versa.

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be prepared to the

specified grade and camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding

places shall be corrected in an approved manner and rolled until firm surface is obtained.

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

and potholes shall be repaired and made good with the suitable material. The existing surface shall be scarified

and re-shaped to the required gradeand camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having provision for

controlled addition of water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete

batching plant. For small quantity of wet mix work, the Engineer may permit the mixing to be done in concrete

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than agreed limit.

The mixed material should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared

subgrade/sub-base/base in required quantities. In no case should these be dumped in heaps directly on the

area where these are to be laid nor shall their hauling over a partly completed stretch be permitted.

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

and/or his authorized representative. For portions where mechanical means cannot be used, manual means as

approved by the Engineer shall be used. The motor grader shall be capable of spreading the material uniformly

all over the surface. Its blade shall have hydraulic control suitable for initial adjustments and maintaining the

same so as to achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread

without rutting or otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is

free from surface blemishes.

The surface of the aggregate shall be carefully checked with templates and all high or low sports remedied by

removing or adding aggregate as may be required. The layer may be tested by depth blocks during construction.

No segregation of layer and fine particles should be allowed. The aggregates as spread should be of uniform

gradation with no pockets of fine materials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be uniformly

compacted, to the full depth with suitable roller. If the thickness of single compacted layer does not exceed

mm, smooth wheel roller of 80 to

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

help of vibratory roller of minimum static weight of 80 to 100 kN or equivalent capacity roller. The speed of the

roller shall not exceed 5 km/h.

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

progress gradually towards the upper edge. Thereafter, roller should progress parallel to the centre line of the

road, uniformly over-lapping each preceding track by at least one third width until the entire surface has been

rolled. Alternate trips of the roller shall be terminated in stops at least 1 m 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 been firmly compacted. The roller shall then progress gradually towards the centre parallel to the

centre line of the road uniformly overlapping each of the preceding track by at least one-third width until the

entire surface has been rolled.

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

corrected at once as specified and/or removed and made good.

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

compacted with mechanical tampers or a plate compactor. Skin patching of an area without scarifying the

surface to permit proper bonding of the added material shall not be permitted.

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

sub-base/base course or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with

a 3 metre straight edge, the surface should be loosened and premixed material added or removed as required

before rolling again so as to achieve a uniform surface conforming to the desired grade and crossfall. In no

case should the use of unmixed material be permitted to make up the depressions. Rolling shall be continued

till the density achieved is at least 98 per cent of the maximum dry density for the material as determined by the

method outlined in IS : 2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from movement under

compaction equipment or any compaction planes, ridges, cracks and loose material. All loose, segregated or

otherwise defective areas shall be made good to the full thickness of the layer and recompacted.

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Opening to Traffic

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

dried and the wearing course laid.

Surface Finish and Quality

Control of WorkSurface

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

Macadam Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

Combined Flakiness and One test per 500 Cu.m. IS:2386, Part-I

Elongation Indices

Atterberg Limits of portion of One test per 200 Cu.m. IS:2720, Part-V

aggregates passing

425 micron sieve

Density of compacted layer One set of three tests per IS:2720, Part-VIII

Rectification of Surface Irregularity

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

course is otherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of the

layer shall be scarified over the affected area, reshaped with added premixed material or removed and replaced

with fresh premixed material as applicable and recompacted. The area treated in the aforesaid manner shall not

be less than 5 m long and 2 m wide. In no case shall depressions be filled up with unmixed and ungraded

material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Contractor shall take all

necessary measures for the safety of traffic during construction and provide, erect and maintain such barricades,

including signs, marking, flags, lights and flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

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

A. Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick sand bedding,

levelling,watering and fixing in line & level as well cleaning the site etc.comp. as

B. directed.(AMC approved Rate )

The rate shall be for a unit of RMT/SMT BASIS.

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 and pointing with cement mortar

(1:3), 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

The rate shall be for a unit of RMT BASIS.

Providing and supplying ISI Standard RCC pipes (of sulphate resisting Cement )in standard lengths of following

class and diameter suitable for rubber ring joints (socket and spigot) including all taxes,insurance,

transportation,treight charges,octroi,inspection charges, loading,unloading, conveyance to departmental stores,

stacking etc. complete (GWSSB SOR 2021-22) The rate shall be for a unit of RMT BASIS.

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameters in proper position , grade and

alignment at all level as directed by Engineer-in- charge including conveyance from stone to site of work,

labour giving hydraulic testing as per ISI code. (GWSSB SOR 2021-22)

The rate shall be for a unit of RMT BASIS.

Removing and refixing of kerb Removal of existing kerb stones of any type, any size, any thickness in

safe manner with base PCC including excavation etc and refix the same as desired location as per drawing and

as directed by Engineer in charge. Rate shall be inclusive of removing with all subbase (including excavtion),

refixed the same (approved before reuse) on existing base PCC, addition kerb of same profile (if required and

shall be paid relevant tender item), disposal unserviceable material with all lifts and up to any lead at non

objectional place and stacking the serviceable material (paver) upto AMC store including loading, unloading as

directed by Engineer-in-charge.

The rate shall be for a unit of RMT BASIS.

Filling of Zari along the sides of the kerbstone fixed, prepared with Bituminous Concrete mixed in proper

proportion as directed by Engineer- In - Charge to form a pourable mixture. (Street Devlopment of Dehgam

Cinema road tender).

The rate shall be for a unit of RMT BASIS.

Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast bollard with exposed/ fairfinished made in M-30.

Bollard is precast with cement concrete of M-30 grade by providing 4 no of 12 mm dia. tor steel by vibro compaction

method using FRP/steel mould for achive shutttring finish as directed and approved by EIC. Sample shall be

approved. Approximate size of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate shall be inclusive of

concrete, reinforcements as stated in the item description, necessary moulds, pouring, placing, compaction,

necessary curing, all accessories required for fixing, with all taxes, transportation, loading and unloading charges.

Additional reinforcement, if any shall be measured and paid for in the relevant tender item. The rate shall also

include for erecting and fixing the pieces in position etc complete as per drawing. The rate shall also include the cost

of excavation, base PCC M15 grade and finish good, curing etc complete as directed by engineer in charge.(C G Road

The rate shall be for a unit of NO. BASIS.

Providing and laying for approved for approved quantity (ISO certified Brand) floor Harderner @ 3.0 Kg/Smt

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the

drawings or as directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or

approved dealer andbrought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and

surface of paint in openor partially open containers covered with a thin layer of turpentine to prevent formation

of skin. The materials which have become stale or flat due to improper and long storage shall not be used. The

paint shall be stirred thoroughly in its container before pouring into small containers. While applying also the

paint shall be continuously stirred in smaller container. No left over paint shall be put back into stock tins. When

not in use, the containers shall be kept properly closed.

If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly

removed before painting is started. No painting on exterior or other exposed parts of the work shall be carried

out in wet, damp of otherwise unfavorable weather and all the surfaces shall be thoroughly dry before painting

work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint.

The paint shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off

consists of covering the area over with paint, brushing the surface hard for the first time over and then brushing

alternately in opposite directions two or three times and then finally brushing lightly in direction at right angles

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying

off will constitute one coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose

particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got approved

from Engineer-in-charge before next coat is started.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of

dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of

panels angles of mouldings etc. shall be left on the work.

Approved best quality brushes shall be used.

Mode of measurements & payment :

Any type of C.C. Central verges curbs surface shall be measured under this item.

All the work shall be measured not in the decimal system as executed subject to the following limits unless

otherwise statedhereinafter :

(a) dimensions shall be measured to the nearest 0.01 metre.

(b) Areas shall be worked out to the nearest 0.01 Sq. metre.

No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be made for

painting to beadings, mouldings, edges, jambs, soffits, etc. of such opening.

The different surfaces shall be grouped into one general item, areas of uneven surface being converted

into equivalentplain areas in accordance with the mode of measurement for payment.

The rate shall be for a

unit of one SMT..

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D.

TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO

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

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

Amdavad Municipal

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl –vrùbÍtul

vrùb Ítul Ítulj ytuVem,

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

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mbgbtk btufjJtlt hnuNu.

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yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh

ltuxem lkch, xuLzh lkch, ftblwk ltb <&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkch yJ~g œNtoJJtlt hnuNu. ftuLx[tfxhtuyu

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s MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS<

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7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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fhelu s xuLzh btufjJw.

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mne mefft fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

15. mœh xuLzhbtk ” GST rl<e rlgb bwsc jtdw vzNu ” <u bwsc dK<he fhe xuLzhtu

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

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

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

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

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

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

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

follow other govt.rules.

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

regarding QUANTITIES.

* 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 circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS ADDITIONAL INSTRUCTIONS TO PERSONS

1. Competency of Tendered: No contract will be awarded except to responsible bidder capable for

performing the class of work completed. Before the award of the contract, any bidder may be required to

show that he has the necessary facilities, experience, ability and financial resources to perform the work

in satisfactory manner within the time stipulated. Contractor may be required to furnish the department

with the statement as to their experience and their financial status.

2. Tenderer will be deemed to have inspected the site and to have satisfied himself as to the nature of all

works, all existing roads water - way and other means of communication and access to and from the

site of work and the building that may be required for temporary purpose in connection with the

construction, completion and maintenance fo the works and must make his own enquiries as to work

yard, sites, depot and dumps and as to the acquisition of such additional sites and areas as may be

necessary for temporary purpose for constructing, completing and maintaining the works.

3. Payment: - The tenderer must understand clearly the rates quoted are for completed works and include all

cost due to labour, scaffolding plant, supervision, service work, power, royalties and octroi etc. and include all

extras to cover the cost of night work if an when required. No claim for additional payment beyond the prices

or rates quoted will be entertained and the tender will not be entitled subsequently to make may claim on the

ground of misrepresentation or on the ground that he was supplied with information given by any person

(whether the member is the employee of Engineering Department of Corporation or not). Any failure on his

part to obtain all necessary information for the purpose of making his tender and filling the several prices and

rates therein shall not relieve him from any risks or liabilities arising out o, or consequent upon the submission

4. Tender Forms: - the tenderer must fill up every blank in the form of tender and in the schedule and he must

return the documents sent here with.

5. Erasures: - Persons tendering are informed that no erasures of alternations by them in the text of the

documents sent herewith will be allowed and any such erasures or alternations will be disregarded. If there is

any error in writing no over-writing should be done, the wrong words or a figure should be struck out and the

correct one written above or near it in unambiguous way, each correction should be initialed.

TENDER CONDITION FOR ARC CONTRACTOR OF FOORTPATH

SCHEDULE OF MAINTANANCE WORK OF PAVER BLOCK & FOOTPATH

(1) THE AGENCY WILL HAVE TO CONDUCT A SURVEY AS PER SCHEDULE ACCORDING TO AREA AND INFORM

THE AHMEDABAD MUNICIPAL CORPORATION OFFICER .

(1) THE AGENCY WILL HAVE TO DEPLOY LABOUR GANG / GANGS WITHIN 24 HOUR OF SITE

SHOWN BY THE AMC OFFICER .

(2) THE AGENCY WILL HAVE TO START THE WORK WITHIN 24 HRS AFTER SHOWING THE

SITE BY THE AMC OFFICER

(3) THE AGENCY WILL HAVE TO START THE WORK AS PER THE INSTRUCTION OF THE AMC

OFFICER FROM THE NEXT DAY , OTHERWISE I THE WORK STARTED LATE , A PENALTY OF

RS.500/ DAY WILL BE IMPOSED.

(4) IF THE AGENCY IS ASKED BY THE AMC OFICER TO EXECUTE ANY ADDITIONAL WORK

OTHER THAN THE SCHEDULE , THE ADDITIONAL WORK WILL HAVE TO BE DONE BY

ANOTHER LABOUR GANG AS PER REQUIREMENT .

(5) IF THE QUANTITY OF WORK TO BE DONE AS PER THE SCHEDULE IS HIGH , THE WORK

WILL HAVE TO BE DONE AT ALL LOCATIONS SIMULTANEOUSLY WITH DIFFERENT GANGS

(6) DURING FESTIVALS LIKE HOLI, RAKSHA BANDHAN , JANMASHTAMI AND DIWALI , AT

LEAST ONE LABOUR GANG WILL HAVE TO BE KEPT AVAILABLE.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)