Paver Block, footpath repairing work in gamtal area and CCRS complaints in paldi ward ,West zone( ARC)

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs. 10000.00)

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 12 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or institutions.

(i) Last Date of Submission of the

9 Tender 30.04.2026 upto 18:00 PM

(ii) Mode of Sending a) In Sealed cover in duplicate copies by Registered Post A.D,

or by Courier.or hand delivery

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

(iii) Description essential to be

made on sealed cover a) Name of work, Tender Notice No. & Tender No.

b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

Schedule of Quantities and Rates The Price bid shall be submitted online only. It

shall not be submitted Physically.

10 Date of Opening 01.05.2026, 15:00 PM

Place of Submission & Opening of Submission of EMD. Tender fee and other Documents during office

11. Tender hours: On Dt.01.05.2026 &12:00 pm West Zone, 2nd Floor, A.M.

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 upto

12 Penalty Due to Delay of work 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

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

13 Defect Liability As per ‘B-1 Form Close

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

Time permitted to start parts of work major of part thereof of any amount, the contractor shall be bound

14 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

14. GST bwsc ftuLx[t¾xhlu «J<obtlGST yjd&e åËfJJtbtk ytJNu.

 The staff of the contractor shall wear safety jackets,hoes,

helmets etc. while on duty and any violation will attractfineofRs.

5,000/-foreach incident.

 Failuretoerectsafetysignageortryingtocarryoutheworkswithou

tproperprecautions/safetymeasuresasequiredwillattractafineofRs.5,0

00/-foreachincident.

Contractor's Sign Addl.C.E.(west zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

Name of Work :- Paver Block, footpath repairing work in gamtal area and CCRS

complaints in paldi ward ,West zone( ARC)

Quantity Rate Unit Amount

Earth work in cutting in all sorts of soil & murrum

incldg.conveyaning ,breaking clods spreading the stuff as & where

1 40 dire. With in a lead of 50 mt. from end of cutting. 59.14 Cmt

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

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

2 Including spreading & levelling etc. complete.

c)Lead up to 5 Km.

Dismantling the following including loading, unloading and disposal of

unserviceable material for all lead or as directed by Engineer-In-Charge

and stacking the serviceable material and backfilling the resulting

trenches and pits complete.

90 central verge -kerb stone

Dismantling tiled or stone floors laid in mortar including stacking of

b 90 serviceable material and disposal of uservicalble 27.44 Smt

material with all lead and lifts.

Demolition & disposal of unservisable material with all lead

and lift for unreinforeced concrete. (AMC sor)

Demolition of brick work & stone masonry including stacking of

serviceable materials and disposal of unserviceable materials with

d 20 all lead and lift (1) In cement mortar. 314.5 Cmt

Demolition including stacking of serviceable materials and disposal of

e 10 unserviceable materials with all lead and lift. (I) 604.74 Cmt

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

pavement / RCC of thickness up to 0.20 meter including demolishing

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

stacking the material as directed.

40 up to 0.20 meter thickness (By Manual)

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

b 10 machine including cost of operator, fuel, & 176 Smt

transportation etc complete.

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

c 5 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 on 5 cm thick Sand Bedding

Providing and Laying of Rubber Moulded Paver Block

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

Paver Blocks) using black trap good quality aggragate of 20 mm

nominal size for footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould, Rate providing

and laying paver blocks as per required grading and specification.

The paver block shall be mechanically compacted. The work of paving

blocks shall be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no cutting of the

paver block to be necessary. if cutting of paver block necessary then

it should be cut by machine only and carting. The finished surface of

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

shall be compacted and shall be relaid if necessary. Gravel or such type of

materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

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

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

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

8 10 incl.Driver 1857.24 Day

Providing chota hathi or driver with fuel , to carry out

different works during day/night for 8 hrs. shift. Work shall

be carried out as per the instructions of Engineer in charge

Nos of labour all necessary permit etc. comp. (For 8 hours

9 10 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 Previously approved rate by C E

10 20 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 carting the same as directed. (Based on

SOR 2009-10) Road Resurface zonal tender approved rate

5 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

2 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

2 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

1 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.9 No.

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.

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

days etc. complete as directed. M.H. seat cover will be

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

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

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

a 100 Mazdoor at day /Night 292.86 No

b 25 Makadam/ supervision at day / Night 310.71 No

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site, laying

in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density as per Codal Provision.

a 70 Production & Supply of WMM 1708.13 Cmt

b 70 Laying of WMM 31.25 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

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 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)

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work :- Paver Block, footpath and Pather repairing work regarding CCRS

complaints in paldi ward ,West zone( ARC)

General Technical Specification Section

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

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

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

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

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

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

spreading & levelling etc. complete.

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 fromthe 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 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat aggregates 40mm nominal size) and

curing complete. (R & B SOR Item code 05009A, NBO 5.3.8 Page 74) Road Zonal tender 2022-23

Mode of measurements shall be on CMT 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.

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.

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.

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.

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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bntldh muJtmœl –vrùbÍtul

vrùb Ítul Ítulj ytuVem,

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fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh ltuxem lkch, xuLzh lkch, ftblwk ltb

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

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

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fhtJJtbtk ytJNu.

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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)