Construction of RCC road and fixing Paver Block work in different societies under MP /MLA/Councillor / Other budget in paldi ward in west zone. (ARC – REINVITE)

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 30.01.2026, 15:00 PM

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: On Dt.30.01.2026 &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. ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

• 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.

Contractor's Sign Addl.C.E.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

Name of Work :- Construction of RCC road and fixing Paver Block work in

different societies under MP /MLA/Councillor / Other budget in paldi ward in

west zone. (ARC – REINVITE)

Sr. Quantity Item Rate Unit Amount

Box cutting the road surface to proper slope

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

1 320 upto 50Mt.lead. 205.35 Cmt

CONVEYANCE CHARGES-FOR

DIFFERENT TYPES OF MATERIALS (A)

lime murrum building rubbish earth manure or

sludge & execavated rock and rubbish [Lime

2 0 murrum building rubbish]

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

100 c) Lead From 2 Km to 3 Km. 296.43 Cmt

d) Lead From 3 Km to 4 Km.

105 e) Lead From 4 Km to 5 Km. 326.73 Cmt

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

a 49 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.

c 50 Demolition & disposal of unservisable material with all lead 603.23 Cmt

and lift for 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

d 50 cement mortar. 544.95 Cmt

Demolition including stacking of serviceable materials and disposal of

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

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

RCC of thickness up to 0.20 meter including demolishing the asphalt carpet,

metal,s oiling/cutting Reinforcement etc.comp. with stacking the material

4 as directed. (Based on Previously approved rate by C E sir )

a 200 up to 0.20 meter thickness (By Manual) 71.1 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 complete.

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

c 200 machine including cost of operator, fuel, & 311.08 Smt

transportation etc complete.

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

5 230 on 5 cm thick Sand Bedding 350.89 Rmt

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

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

6 750 production. 501.6 Smt

Laying on 5cms thick sand beddding.

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

brick bat aggregates 40mm nominal size) and curing complete.

Providing and laying Cement Concrete 1:3:6

(1-Cement : 3-Coarse sand : 6-Hand broken

stone aggregates 40mm nominal size) and

curing complete.excluding cost of form work

8 100 in(A)Foundation & plinth 2976.00 Cmt

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

bending,binding and placing in position complete

upto floor two level

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

10 5 the nosing shall be made by using mild steel. 4812.72 No.

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

11 200 concrete, improve work ability without impairing strength and durability 4793.10 Cmt

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. Height of propping and centering below supporting floor to ceiling

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

12 0 concrete and plain concrete work in.

(A)Foundations Footings Bases of Columns

100 etc. and Mass concrete. 171.68 Smt

Providing & Applying Tri mix with Machine floater machine on constructed RCC

work including Machine & Labour etc Comp as directed.

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.

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

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

16 5 shift ) 1452 shift

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work

on site by using Operator, fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down work) (Based on

17 6 Previously approved rate by C E sir ) 535.71 Hour

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

18 0 carting the same as directed.

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

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

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.90 mt. (@ Ten 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

19 10 directed. 399.96 No.

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

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

a 8 above 3354.74 Set

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The

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

b 4 table 1. 1720.44 No.

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The

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

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 opening,

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

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

21 10 byA.M.C.(from any store) 750 No.

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

Mazdoor at day /Night

b 10 Makadam/ supervision at day / Night 310.71 No

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

23 5 etc. comp. as directed. 3110.8 No

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.

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

25 0 vibratory roller to achieve the desired density as per Codal Provision.

Production & Supply of WMM

b 25 Laying of WMM 35.00 Cmt

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 directed.

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

27 150 bitumnious top surface, as directed by engineer 136.4 Rmt

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

28 0 stores, stacking etc. complete

0 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

29 0 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 relevant tender item),

30 200 disposal unserviceable material with all lifts and up to any lead at non objectional 72.32 Rmt

place and stacking the serviceable material (paver) upto AMC store including

loading, unloading as directed by Engineer-in- charge.

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 Road From Devi

Cinema road tender)

Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast

32 5 bollard with exposed/ fair 1084.49 No

finished 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.

Providing and laying for approved for approved quantity (ISO

33 400 certified Brand) floor Harderner @ 3.0 Kg/Smt 60 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 of RCC road and fixing Paver Block work in different societies

under MP /MLA/Councillor / Other budget 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 DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work:- Construction of RCC road and fixing Paver Block work in different

societies under MP /MLA/Councillor / Other budget in paldi ward in west zone.

(ARC – REINVITE)

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 relevant

item 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 until

handed 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

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 0.20 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 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 .

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 not

be 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

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

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 capacity.

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

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

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 contract

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 1:3:6 (1- Cement : 3- fine sand : 6- graded brick bat aggregates 40mm nominal size) and

curing complete.

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

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.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for non working condition of machinery and for pipe line excavation

and M.H. work. Allowed only for break down work) (Based on Previously approved rate by C E sir )

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. F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of frame and cover as per

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

C. F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of frame and cover as per

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

D. 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 12592 : 2002 table

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 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

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. as directed.

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

Production & Supply of WMM to site of works

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 Engineer.

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 Courses

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.

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.

Construction Operations:-

Preparation of Base

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 grade

and 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 mixers.

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

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 100 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 Work

Surface evenness:

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 Road From Devi

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 tender

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 and

brought 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 open

or 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 to the same.

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 stated

(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 equivalent

plain 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 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.CityEngineer(West Zone)

Amdavad Municipal Corporation

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vrùb Ítul Ítulj ytuVem,

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ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

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fhtJJtbtk ytJNu.

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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

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 TENDERING

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 of the tender.

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.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule time Tender

Document Vol. 1 , tender fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope (marked as

“original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand Delivery in

duplicate.Seprate envolup to be submitted by the bidder clearly marked as “Technical Bid” and “Financial/Price bid”

Price bid shall Remain Only the Price bid, Whenever all othe Documents to be submitted Under The envolup of “

Technical Bid” This envelope shall be sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility for the

misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the bidder.

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1The Employer will open the technical bid of physically submitted document of all the bids received for the package

(except those received late) containing the sealed Tender volume and other enclosures then announce the names of

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

the NIT In the event of specified date of bid opening being declared as a holiday for the Employer, the Tender will be

opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, , the presence/or absence of EMD, the amount and validity of EMD furnished with each

bid, is valid registration and such other details, as the Employer may consider appropriate. As per the checklist.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation for Bid and has

not been furnished in the form, the bid shall be rejected by the Employer as non-responsive and the Tender volume

will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid EMD will be

taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall be rejected as non-

responsive and no further evaluation carried out.

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

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

certificates, undertaking and other relevant information specified in the bid documents and is substantially responsive

to the requirement of the bidding documents and provides any clarification for ascertaining the correctness of the

information/details.

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

made responsive by correction or modification or withdrawal of the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

responsive in accordance with Clause 2 and qualified for award of Contract in accordance with Clause 5(General Terms

and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and time. In the

event of specified date of bid opening being declared bidders who qualify the criteria then bidder bid will be

considered for opening of price bid.(Following clause no. 5 of ITB).

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially responsive to

the bidding documents and who has offered the lowest Evaluated Bid Price, provided that such bidder has been

determined to be (i) eligible in accordance with the provisions of Clause 3(General Terms and Condition); and (ii)

qualified in accordance with the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the successful

bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This letter shall name the sum

which the Employer will pay the Contractor in consideration of the execution, completion and maintenance of the

Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per As per City Engineer Circular (WRM) no.

6 2011/12 DT: 24/06/2011 after receiving letter of Indent. Time limit of work will commence from the date of issue

8. Clarification of Bids

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

bidder for authentication the correctness of the information/details furnished by him in his bid. Such request by the

Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the time of

bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or contract

award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and recommendations for the

award of a contract shall not be disclosed to bidders or any other persons not officially concerned with such process

until the award to the successful bidder has been announced. Any effort by a bidder to influence the Employer's

processing of bids or award decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its own

responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

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

lands for the purpose of such inspection, but only upon the express condition that the bidder, its personnel and

agents, will release and indemnify the Employer and its personnel and agents from and against all liability in respect

thereof and will be responsible for death or personal injury, loss of or damage to property and any other loss,

damage, costs and expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or equivalent. If contractor

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

AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the Employer shall

reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of R.&B.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be required to provide

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

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown, produced or

manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the

General information

All individual firms must complete the information in this form. Nationality information shall be provided for all owner(s)

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

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the following reasons:

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

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

attributable to the non-performance of the contractor, consistent history of litigation awarded against the applicant

or financial failure due to bankruptcy.

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

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

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

representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint venture. A

bidder who submits or participates in more than one bid for a contract package will be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to comply with the

requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which are not substantially

responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

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

be written in the English language. Supporting documents and printed literature furnished by the bidder may be in

another language provided they are accompanied by an accurate translation of the relevant passages in the English

language, in which case, for purposes of interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as described in bidding

documents, based on the percentage rate amount in the Bill of Quantities submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and words) for

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and words) for

overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission specified in

Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

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

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

shall be made in writing or by fax. A bidder may refuse the request without forfeiting his bidder agreeing to the

request will not be required or permitted to modify his bid but will be required to extend the validity of his Bid

Security for the period of the extension, and in compliance with Clause 2 ( Financial Terms & Conditions) in all

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions to Bidders.

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized to sign

on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions issued by the

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

bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date specified in the

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to the bidder.

14. Signing of Agreement

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

him to submit the Performance Security and attend the Employer's office on a date determined by the Employer for

signing the Form of Agreement.

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

within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and medium, so as

to demonstrate the competency of the bidder and to allow proper evaluation, will rest entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and extended time

18. Legal Condition:-

• Corrupt or Fraudulent Practices

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

in corrupt or fraudulent practices in competing for the contract in question. The Employer will declare the firm

ineligible, either indefinitely or for a stated period of time, to be awarded a contract by AHMEDABAD MUNICIPAL

CORPORATION if it at any time determines that the firm has engaged in corrupt or fraudulent practices in competing

for the contract, or during execution.

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

improperly and unlawfully enrich themselves and/or those close to them, or induce others to do so, by misusing

the position in which they are placed, and it includes the offering, giving, receiving, or soliciting of anything of

value to influence the action of any such official in the procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement process or the

execution of a contract to the detriment of the Borrower, and includes collusive practice among bidders (prior to

or after bid submission) designed to establish bid prices at artificial non-competitive levels and to deprive the

Borrower of the benefits of free and open competition.

• Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without assigning any

reason thereof.

• If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material misrepresentation or

provided fraudulent information / statement, the said Bidder will be liable for disqualification / rejection at any stage.

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

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

• Those who do not meet with the eligibility criteria need not submit the Tender document.

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

tenders, will be rejected.

• Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws as well as

framed from time to time). Any penalties laid due to violation of such laws shall be directly deducted from the

contractor's outstanding.

19. Administrative Conditions:-

• Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e. public and

vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers, traffic signs as per design,

safety tapes etc. to be arranged at site. Necessary florescent marking on traffic signs to be provided so that it should

be visible at night. During night working hours safety in charge personnel shall be provided with florescent jackets.

This shall be Provided at no extra cost by the bidder under attaché with specified in the tender documents under

• Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new connection on

behalf of AMC. It includes filling the necessary application to power Supply Company, follow up and getting the

supply, filling the necessary test reports to the power supply company. All official fees including security deposits and

other expenses shall be of initially paid by the contractor. AMC may support to get the temporary connection and

may at its diseretien get the same converted to permanent connection at the same of AMC if desired do,and

contractor shall as no extra cost support the same. In this case AMC my be as the remaining cost subject to

20 :- CONTINGENT FEE:

• The Contractor warrants that he has not employed any person to solicit or secure the contract upon any

agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give the

Municipal Commissioner the right to cancel the contract or to take any other measure as the Municipal

Commissioner may deem fit. The warranty does not apply to commissions payable by the contractor to establish

commercial or selling agent for the purpose of securing business.

• No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to any

benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under this Contract

against the contractor the same may be deducted by the Municipal Corporation from any sum then due or which at

any time thereafter may become due to the contractor under this contract and failing that under any other

contract with the Municipal Corporation or from any sum due to the contractor with the Municipal Corporation

(which may be available with Municipal Corporation), or from his retention money, or he shall pay the claim on

demand. The Municipal Corporation reserves the right to carry out post payment audit and technical examination of

the final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when detected not

withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any work done

by the Contractor or alleged to have been done by him under the contract, it shall be recovered by the Municipal

Corporation from the contractor by way of all the means prescribed above or if any under payment is discovered by

the Municipal Corporation, any amount due to the contractor under this contract or under payment may be

adjusted against any amount then due or which may at any time thereafter become due before payment is made to

the contractor from him to the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become liable and which

is chargeable to the contractor, the owner shall have the right to retain out of any payment then due or thereafter

to become due an amount sufficient to completely indemnify the owner against such lien or claim or if such lien or

claim be valid the owner may be or become due and payable to the contractor. If any lien or claims remaining,

unsettled after all payments are made, the contractor shall refund or pay to the owner all money that the latter

may be compelled to pay in discharging such lien or claim including all cost and reasonable expenses.

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

• Joint venture and subcontracting shall not be allowed under this tender

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 before

submission of tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer the

tender for such addendum or corrigendum published by AMC through its website www.egovamc.com 48 hours

prior to the deadline of submission of the tender. Tenderers shall verify the number of addendum issued and

enclose the same with the tender documents , failing which the tenders shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the Employer will in no

case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid for 28 days

beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as Early as

possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the bidder has

furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder shall deliver

to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form of a Bank Guarantee/

DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format shall be

issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along with release

of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. & As per AMC Rule

9. Tax, Duties on Materials

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

any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any other cause as

of the date 28 days prior to the deadline for submission of the bids, shall be included in the rates and prices and the

total bid price submitted by the bidder and the evaluation and comparison of bids by the Employer shall be made

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be deducted

against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any other state

Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who was not registred

in AMC must be get registred in panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department with the

correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated damages for

delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the Engineering

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as reference to

the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific mention for a

particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be followed.

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its specifications shall be

deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall not absolve

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

found defective at a later date. The contractor shall have no claim to any payment or compensation whatsoever on

account of any such materials being rejected by the Engineer in charge.

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect before using

them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from the site of

work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

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

alignment of the works & all precautionary measures during execution shall have to be kept in sufficient numbers

and in good working condition at the site of the work. All excavated trench shall be kept covered with barricade and

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be adopted by the

contractor shall be considered only if the contractor provided satisfactory evidence that such special mode of

construction and completion of work to the required strength and quality. Acceptance of the same by the Engineer

in charge shall not however, absolve the contractor from the responsibility of any adverse effect and concordance of

adopting the same in the course of exaction or completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor Mineral Act",

and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian Standard) shall be

taken to engrave the safety of men, materials and machinery on the work and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of actual work

for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be executed & as per

the instruction of Engineer in charge & as per the guidance of AMC's Consultant for this project.

20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor. The contract

agreement shall have to be executed between AMC & the agency to which work is awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue to contractor

and the time limit shall be start from the date of issue of the written work order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be issue to contractor

and the time limit shall be start from the date of issue of the written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft / cheque or

Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with AMC.

The contractor shall be fined 4% of interest per year for delay in submission of S.D and shall be deducted from

contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His

Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification and the

Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the intent of the plants

and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will be payable by

the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates keeping in

view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the construction of

the works and provide a satisfactory supply of potable water for drinking, washing, sanitation and cleaning down.

The contractor will be responsible for all the costs where applicable of connection, meter installation, water

consumed, water required for testing purposes, disconnection and the laying, maintenances and ultimate removal of

any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must make his own

arrangements with the Corporation and Electricity Supply Authorities and with other contractors to connect and to

take a supply from such services, paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of the work and

shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the work. No

compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as the case may

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria mentioned above

along with the bid. They shall have also to submit the income tax clearance certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will be given.

32. The contractor shall get the electrical works executed through the authorized Government approved licensed

electrical person or firm in appropriate category in accordance to contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in charge.

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total amount of work

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total amount of work

increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the contractors.

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be rejected.

Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim to that effect shall

be entertained. The Municipal Commissioner also reserves the right to reject any or all the tenders without assigning

any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason (like site is not

available and due to unavoidable circumstances arise), after evaluation of situation the actual date of starting of

work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of work.

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done by the

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

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 stu

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

ftgoJtne 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

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

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<

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 k k 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 ck^tgujt Au.

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.

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)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

time limit. The details of reinforcement of R.C.C. work shall be as per design and instructions of Add. City Engineer and

his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought by him

on site. This account shall be regularly maintained and kept open for inspection by Municipal Staff. Watering of all the

items shall be as per instructions otherwise no payment shall be made to contractors. Mixing of concrete shall be done

by concrete mixer machine. Arrangements of binding vibrator for R.C.C. works if required shall have to be made by the

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor shall

arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any

damage to public. If any incident happen, during the execution of work. In case of dispute for unseen or overlooked

items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of all rubbish during

the work and at the time of completion of work and hand over the site with final finishing of the work as directed. All the

rejected materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart

daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be allowed to

mix the mortar either on floor or any finished surfaces. The contractor shall have to make his own

arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall be

paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based

on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry

out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and

design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have to prepare the

measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully responsible

for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (180) days from the date of opening of the tenders for this work

and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the

Municipal Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in

full the said earnest money and black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start shall be

recovered separately from the immediate bills payable to the contractor. Contractor has to make his own arrangement

for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is

available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works &

and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (West Zone)