Providing labour work for hand laying hot mix material to make the damaged asphalt surface motrable on various different road in paldi ward in west zone.

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

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

equivalent registration with any other state Govt. or

(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.

10 Date of Opening Dt..07-03-2026 15:00 PM

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

11. hours: On Dt.07-03-2026 &12:00pm 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

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 major

of part thereof of any amount, the contractor shall be bound to start the

Time permitted to start parts of

14 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

 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.

16 Defect &Liability Period 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

17 Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether minor

work or major of part thereof of any amount, the contractor shall be

bound 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

Lakhs), (2) Rs.2500 per day (for tenders amounting above

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 penalty.

18 Compensation for Delay 10% of Remaining work (As per Circular)

19 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part

Of Tender And The Same As to be Attached Along With The Tender

20 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

21 GST GST will be paid extra by AMC/Authority at prevailing rate to the

Contractor's Sign Addl.C.E

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

Name of Work :- Providing labour work for hand laying hot mix material to make

the damaged asphalt surface motrable on various different road in paldi ward in west

Sr. Quantity Item Rate Unit Amount

Box cutting the read surface in all sorts of soil, murrum to proper slope & camber for

1 200.00 making a base for road work including removing the excavated stuff & depositing on the 205.35 Cmt

road side as directed upto 50.00 mt. Lead

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

2 excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

200.00 c)Lead up to 5 Km. 78.54 Cmt

Labour charges for hand laying hotmix material DBM/BC on the road surface in line &

level incl. cleaning the surface with air compressor and if require re carting material by

JCB at necessory place of work also rolling with 8 10 tonnes vibratory roller and Dust

spreading on BC after rolling, rate also includes re carting of Hotmix material from place

of Work / AMC store to Location of laying having narrow width like chawls, poles, gamtal

roads etc. complete.

Providing and applying primer coat with cationic bitumen emulsion

SS1 grade conforming to ASTM GRADE on prepared surface of wet mix macadam

including clearing of Wet mix macadam surface with air compressor to remove all loose

4 25000 material other foreign material. The primer shall be sprayed uniformly at the rate of 40.24 Smt

0.70-1.0 kg/sqm. It shall be applied by a self-propelled or towed bitumen pressure

sprayer,equipped for spraying the material uniformly at a specified rate. No dilution or

heating at site of SS1 bitumen emulsion shall be permitted

Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in

5 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 300.00 Production & Supply of WMM 1975 Cmt

b 300.00 Laying of WMM 35 Cmt

Construction of granular Sub base using crusher run, spreading in

uniform layers with motor grader on prepared surface mixing by mix in place method

with front end loader at OMC and compacting with vibratory roller to achieve the

desired density, complete as per tender specification. For all grade.

a 30.00 Production & Supply of GSB (Crusher Run) 1695 Cmt

b 30.00 Laying of GSB (Crusher Run) 30.36 Cmt

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

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 )

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

situation and break down type work & also during unavoidable

condition as per instruction of engg.incharge, rate includes all nece.

9 9.00 shifting, fuel and operating charges and stacking of useful & non-useful 535.71 Hour

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

non working condition of machinery and for pipe line excavation and

laying work) (Based on Previously approved rate by CE sir )

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

Supplying, labour for excavation of all types of

soil at any depth including excavation of

asphalt pavement of any thickness, demolition

11 of brick work in CM of any proportion

including stacking of serviceable materials and

disposal of unserviceable material etc. comp.

Unskilled Labours / Mazdoor at day /night

20.00 Fitter/Mason/Gas operator at day / Night 312.50 no

20.00 Makadam/ Supervisor at day / Night 379.46 no

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work :- Providing labour work for hand laying hot mix material to

make the damaged asphalt surface motrable on various

different road in paldi ward in west zone.

General Technical Specification Section

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

Box cutting the read surface in all sorts of soil, murrum to proper slope & camber for making a base for road work including

removing the excavated stuff & depositing on the road side as directed upto 50.00 mt. Lead.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary excavating

implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and rubbish of all kind,

bush, wood and trees shall be removed as directed. The materials so obtained shall be property of the Government and be

conveyed and stacked as directed. within 200 M. lead. The roots of the trees coming in the sides shall be cut and coated with a hot

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume full responsibility for

alignment, elevation and dimension of each and all parts of the work. Contractor shall supply laborers, materials, etc. required for

setting out the reference marks and bench marks and shall maintain them as long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and depth as shown in the

drawings or as directed. The contractor shall do the necessary shoring and shutting or providing necessary slopes to a safe angle, at

his own-cost. The payment for such precautionary measures shall be paid separately if not specified. The bottom of the excavated

area shall be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No earth filling will

be allowed for bringing it to level, if mistake or any other reason excavation is made. deeper or wider that shown on the plan or

directed. The extra depth or width shall be made up with concrete of same proportion as specified for the foundation concrete at

the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in layer including

ramming and watering etc. The balance of the excavated quantity shall be removed by the contractor from the site of work to a

place as directed with lead upto 200 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of trenches shown on the

drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus excavation made in excess of

above requirements or due to slopping and sloping back as found necessary on account of conditions of soil , and requirements of

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

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of

any kind Including spreading & levelling etc. complete.

Lead Upto 1 Km.

Lead From 1 Km to 2 Km.

Lead From 2 Km to 3 Km

Lead From 3 Km to 4 Km

Lead From 4 Km to 5 Km

Lead From 5 Km to 10 Km

Lead From 10 Km to 15 Km

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind is

subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of 200 meters or as per

instruction given by Engineer in charge. Useful materials obtained from clearing site and excavation shall be stacked and used

within the work site. Internal conveyance above 200 mt within the work site i.e. From starting chainage to End chainage of a given

road WILL NOT BE PAYABLE. Materials suitable for construction of Embankment, earthen shoulder and subgrade shall be stacked

at convenient places within a work site for reuse. No extra payment will be paid to the contractor for stacking of earth within the

work site and reused for the construction of Embankment layer, sub grade and earthen shoulder purpose. Only surplus earth shall

be disposed off outside the work site as per instruction given by Engineer-In-charge. Useful stones from rock excavation shall be

stacked nearly within a lead of 50 M. and will be allowed to be used by the contractor on payment at rates laid down in the

contract or if not so aid down, at schedule of rates of the Division or at a mutually agreed rates if there are no such rates in the

Schedule of rates.

If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a particular stretch of given

road will be paid in this item as per instruction of Engineer in charge. No bulkage of disposed earth will be considered for the

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

Labour charges for hand laying hotmix material DBM/BC on the road surface in line & level incl. cleaning the surface with air

compressor and if require re carting material by JCB at necessory place of work also rolling with 8 10 tonnes vibratory roller and

Dust spreading on BC after rolling, rate also includes re carting of Hotmix material from place of Work / AMC store to Location of

laying having narrow width like chawls, poles, gamtal roads etc. complete.

Rolling : - Bituminous materials shall be laid and compacted in layers, which enable the specified thickness, surface level, regularity

requirements and compaction to be achieved. Compaction of Bituminous materials shall commence as soon as possible after laying.

Compaction shall be substantially completed before the temperature falls below the minimum rolling temperatures. Rolling of

longitudinal joints shall be done immediately behind the paving operation. After this, rolling shall commence at the edges

and proceed towards the center longitudinally except that on super elevated and unidirectional cambered portions, it shall

progress from the lower to the upper edge parallel to the center line of the pavement. Rolling shall be continued until all the roller

marks are removed from the surface. All the deficiencies in the surface after laying shall be corrected by the attendants

behind the paver, before initial rolling is commenced. The initial or Break down rolling shall be done with 8-10 tones dead weight

smooth-wheeled rollers. The intermediate rolling shall be done with 8-10 tones or vibratory roller. The finishing shall be

done with 6 to 8 tones smooth wheel tandem rollers. At least two number of roller on site. Where compaction is to be determined

by density of cores, the requirements to prove the performance of rollers shall apply in order to demonstrate that the specified

Density can be achieved. In such cases the contractor shall nominate the plant, and the method by which he intends to achieve

the specified level of compaction and finish at temperatures above the minimum specified rolling Temperature. Bituminous material

shall be rolled in longitudinal directions, with the driven rolls nearest the pavers. The roller shall first compact the materials adjacent

to the joints and then work from the lower to the upper side of the layer, overlapping on successive passes by at least one third of

the width of the rear roll or, in case of Pneumatic tyre roller, at least the nominal width of 300 mm. Roller should move at a speed

of not more than 5 km/ hr. the roller shall not be permitted to stand on pavement which have not been fully compacted and

necessary precautions shall be taken to prevent dropping of oil, Grease, Petrol or other foreign matters on the pavement either

when the roller are operating or standing. The wheels of rollers shall be kept damp with water, and the spray system

provided with the machine should be in good working condition, to prevent the mixture from adhering to the wheel. Only

sufficient moisture to prevent the adhesion should be used. Surplus water shall not be allowed to stand on the partially

compacted pavement.

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

Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to ASTM GRADE on prepared surface

of wet mix macadam including clearing of Wet mix macadam surface with air compressor to remove all loose material other

foreign material. The primer shall be sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be applied by a self-propelled or

towed bitumen pressure sprayer,equipped for spraying the material uniformly at a specified rate. No dilution or heating at site

of SS1 bitumen emulsion shall be permitted

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

Construction of granular Sub base using crusher run, spreading in

uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and

compacting with vibratory roller to achieve the desired density, complete as per tender specification. For all grade.

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

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

The mode of payment for this item 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 )

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

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

unavoidable condition as per instruction of engg.incharge, rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work) (Based on Previously approved rate by CE sir )

The mode of payment for this item shall be on HOUR 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 )

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

Supplying, labour for excavation of all types ofsoil at any depth including Excavation ofasphalt pavement of any thickness,

demolitionof brick work in CM of any proportionincluding stacking of serviceable materials and

disposal of unserviceable material etc. comp.as directed.

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

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

SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE

ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

Seal and Signature of the Bidder Add.CityEngineer

Amdavad Municipal Corporation

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1. Ft<t îtht «t&b LOI (juxh ytuV RLxebuNl) RMgw fhJtbtk ytJNu. LOI (juxh ytuV RLxebuNl) bégt ctœ

rœl-10 btk 5 % (vtka xft) juFu auf&e / rzbtLz z[tVTx / vu ytuzoh / luNljtEÍz cukf duhkxe&e zevtuÍex Che

fhthvºt fhJtltu hnuNu. <u ctœ Jfo ytuzoh RMgw fhJtbtkk ytJNu ylu Jfoytuzohle <theF&e mbg bgtoœt NÁ &guj

dKJtbt ytJNu <ub A<tk vK ftb NY fhJtbtk lrn ytJu <tu rlgbtlwmth ftgoJtne fhJtbt ytJNu.

2. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

3. xuLzh Jujezexe 120 r>Jm hnuNu.

4. xuLzh MJefthÔþk, h> fhÔþk, ftulu ytvÔþk ylu fgt CtJ&e ytvÔþk, <u ykdu zu. BGþrl. frb.©e ltu rlKog ytFhe hnuNu.

5. xuLzh Chuj ftuLx[t¾xh vife ftuEvK ftuLx[t¾xhlu vK yt CtJu ftb ytvJtbtk ytJu <tu ceò btLg ftuLx[t¾xh Jtk^tu

6. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftb NY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhÔþk vzNu. yuf

ftb ÃþÁ &tg vAe cesw ftb NY fheyu yuÔþk atjNu lrn.

7. atÕþ ftbu ftuE vK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEllu LþfNtl &Nu <tu

<ule mkÃËKo sJtc>the (òlbtjle) ftuLx[t¾xhle vtu<tle hnuNu. mtEx vh ftb >hBgtl bswh fu sl<tlt ftuE

btKmlt òl btj fu LþfNtl &tg <ule sJtc>the ftuLx[t¾xhle hnuNu. vtujem Vhegt> &tg <tu <ule sJtc>the

vK ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <ule sJtc>the vK vtujem Vhegt>btk ftuLx[t¾xhle hnuNu. CuFz ^me l

vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t

Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[t¾xh s vtujem Vhegt>btk sJtc>th hnuNu ylu BGþrl. ftuvtuohuNlltu ftuEvK

MxtV ytlt btxu sJtc>th hnuNu lrn.ytxÕþk mbSlu s xuLzh ChÔþk.

8. yt xuLzh su <u Jdolt btLg gt>elt ftuLx[t¾xhtu Che NfNu. dJbuoLxlt btLg ftuLx[t¾xhu y.BGþ.ftuvtuo. btk btLg

ftuLx[t¾xhle gt>ebtk hSMx[uNl ðþhk< fhtJÔþk vzNu.

9. yt Wvhtk< y.BGþ.ftuvtuo.lt slhj ftuLx[t¾x fLzeNl vK btLg htFJtle hnuNu. Vtubo ce-1le Nh<tu ck^lf<to

hnuNu. ftb htuz ylu rcÕz´d Ftðþk - øþsht< htßglt MvuNeVefuNl «btKu fhJtLþk hnuNu <&t MxtVle Mþalt vK

mtEx Wvh atÕþ ftbu ægtlbtk juJtle hnuNu. ce-1 Vtubo <&t MvuNeVefuNl øþsht< çþf Mxtuh, mu¾xh-21,

dtk^eldh Ft<u&e ftuLx[t¾xhu ò<u bu¤Je juJtltu hnuNu. <u Jtkaelu vAe s xuLzh ChÔþk.

10. ftuLx[t¾xhlu vubuLx BGþrl. ftuvtuo. Ltt rl<erlgb Bþsc fhJtbtk ytJNu.

11. ftuEvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobtk hnuNu.

12. bxehegj fu ceò xuMx´d hevtuxo ftuLx[t¾xhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu

mkÃËKo Fao <&t BGþrl. MxtVlu juctuhuxhe Mþ^e <&t buLGþVu¾ah´d søgt Mþ^e jtJJt jE sJtltu Fao vK ftuLx[tfhu

CtudJJtltu hnuNu.

13. juch yu¾x «btKu hSMx[uNl ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu. juch

yu¾x «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[t¾xh mkÃËKovKu sJtc>th hnuNu.

14. btj su <u Mxtumo Wvh y&Jt mtEx Wvh Mþalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

15. muÕm xuût, ytu¾x[tug, mhatso, yLg xuût fu yLg ftuEvK fhJuht ChJtle sJtc>the ftuLx[t¾xhle hnuNu.

16. atEÕz juch yuBvjtug fhe NftNu lrn.

17. ftuLx[t¾xh îtht yuze.mexe.Rsluh©e / zu. mexe. Rsluh©ele mwalt bwsclt bxehegjltk muBvj hsw fhJtlt

18. ftuLx[t¾xhu atÕþ ftbu mtEx Wvh zeSxj fubuht&e ftb atÕþ &gt vnujtk, åttÕþ ftbu <&t ftb ÃËKo &gtlt Vtuxtud{tV

BGþrl. yturVmbtk ytvJtlt hnuNu.

19. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[t¾xh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe

NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

20. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu.

ßgtk ftuE atuFJx l &E ntug ðgtk ytE.yum. ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu.

21. htßg / fuL÷ mhfth©elt JF<tu JF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtlt nwfb mhfth©eyu fhuj ntuE <u

Bþsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

22. juch JuÕVuh Vkz btxu ntjbtk htßg mhfth©eyu fhujt nwfb Bþscle hfb cejbtk&e ftve juJtbtk ytJNu.

23. dwsht< mhfth ©b,ftuiNÕg ylu htusdth rJCtd îtht XhtJ ¢btf:LED/WRT/e-file/11/2024/0293/M2

mraJtjg ,dtk^eldh <t.15.02.24 lt XhtJ v{btKu yusLme/¢tuLx[fxhtulu îtht ©bgtude ftgœtle studJtR

vhevqKo &tg <u mwrlµ< fhJtlwk hnNu.

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

Wvhtu¾< Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkae Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mrn <&t me¬tu yuze.mexe Rsluh (v.Ítul)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

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

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

fhtJJtbtk ytJNu.

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

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

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

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

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

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

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

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

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

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

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

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

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

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

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

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

* MODIFICATION OF DOCUMENTS

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

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

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

comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

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

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

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

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

Clause : 5 Schedule Of Maintenance

ybœtJtœ Bgwrlrmvj ftuvtuohuNllt Rsluh rJCtd bthV<u ltdheftulu ytvJtbtk ytJ<e «t&rbf mwrJ^tytu lt ftbtu vife bhtb< rlCtJltk ftbtu ylu rJftm lt

ftbtule JneJxe «¢egtbtk yufmwºt<t s¤Jtg , mwatY Yvu ftbdehe lw Ízve ybjefhK &tg <ubs bt¤Ftd< mwrJ^tytult ftbtule bkswhe le JneJxe «¢egt mh¤

clu <u btxu vrµbÍtul lthKvwht Jtuzobtk vuaJfo fhJtlt ftb bt leau bwscle ftgo vØ<e ylwmhJtle hnuNu.

(1) Jtuzobtk 132 Vwx hed htuz le vrµbÍtul <&t vwJo ctsw yub cu vtufux btk ftbdehe fhJt btxu 2 yusLme <&t yuf mwvhJtRÍh MxuLz cttg htFJtle hnuNu.

(2) mœh rJM<thbtk htWkz œhBgtl ægtlu ytJ<e swœt swœt vuaJfo le ykœtsu 250.00 MfJuh bexh suxjt ftb le sYhegt< WCe &gu&e 24 fjtf btk <tfeœu

ftbdehe NY fhtJJtle hnuNu.

(3) Jtuzobtk ytJ<e htuz zevtxobuLx lek me.me.yth.yum. btkk ytJ<e Vhegtœ btxu 24 fjtf btk mJou fhe me.me.yth.yum. le Vhegtœ leJthK btxu swœe swœe

Vhegtœtu btxu lt fwj 250.00 MfJuh bexh lt s•&t le ftbdehe Cude &gu&e Vhegtœtu le leftj btxu 24 fjtf bt ftbdehe vwKo fhJtle hnuNu.

(4) su Ctdbtk vuaJfo fhJtlw &tg <u Ctdbtk «&b mœh Ctdlu fxh bNel îtht «tuvh hu¾xukdj y&Jt MfJuh btk fxekd fhe mœh vuaJfo rmJtglt fxekd fhuj

Ctdbtk ytJ<t J^tht lt ztbhlu sumece bNel y&Jt buLgwyje hebwJ fhJw <&t ðgthctœ mœh mhVuN ¾jelekd fhe RbjNl M«u fhe vua Jfo fhJtlw

(5) vua Jfo œhBgtl ybwf ltlt yuhegt y&Jt ßgt htujh sR Nfu <ub lt ntuR mœh Ctdbtk ftuBvu¾xh bNel îtht ftuBvufNl fhJtlw hnuNu.

(6) vuaJfo le &efluN 40 be be &e 50 be be le Jåau hnuJe stuRyu ,ftuR vK mkstudtubtk mœh &efluN 50 be.be. &e Wkae &Je stuRyu lne yLg&t mœh

vua ftuLx[t¾xhlt Fao <&t stuFbu hebwJ fhe lJtu vua Jfo fhJtlw hnuNu.

(7) vuaJfo le leau ytJ<e swœe swœe gwxejexe suJe fu vtKele jtRlltk JtÕJ , z[ulus jtRl lt bNel ntuj , auBch y&Jt fuavex ftuRvK mkstudtubtk vua

Jfole leau œctR sJt lt stuRyu sule btxu vuaJfo fhJtlt Ctdbtk ytJ<t gwxejexe lw hSMxh cltJJt <&t jtufuNl btfo fhJtle hnuNu.

(8) cBv cltJJtltk ftb btk x[tVef Ft<t îtht cBv cltJJtltk yrC«tg ytÔgu&e 24 fjtf btk cBv cltJJt ykdu ftgoJtne nt& ^hJtle &Nu.

(9) cBv cltJJt btxu zeÍtRl bwsc ltu Vhbtu cltJJtltu hnuNu. <ubs cBv ftuRvK mkstudtubtk 100 yubyub &e Watu &Jtu lt stuRyu yLgt&t mœh cBv

ftuLx[t¾xhlt Fao <&t stuFbu hebwJ fhe lJtu cltJJtltu hnuNu.

(10) cBv cltÔgu&e mœh ftbdehe le htºtu s mœh cBv Wvh xuBvhhe ÔntRx vxxt fhJtlt hnuNu.

(11) cBv cltJJt btxu xuf ftux <hefu çgwxebel dhb fhe lu M«u fhJtltu hnuNu. ftuRvK mkstudtubtk mœh cBv btxu xuf ftux <hefu RbjÍl ltu

Wvgtud fhJtltu hnuNu lne.

(12) The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply

with the prevailing AMC circulars issued from time to time.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)