Patchwork by Handlaying on diff. places & Providing , Supplying & Laying Wetmix at Breakdown Work in stadium ward . (A.R.C.)

2. Tender Estimated Cost Rs.74,99,100.16

1% of the Tender Cost in the form (Rs.75000.00)

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.2400.00

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

(ii) Mode of Sending A.D, 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 Dt..01-05-2026 15:00 PM

Submission of EMD. Tender fee and other Documents during

Place of Submission & Opening of office hours: On Dt.01-05-2026 &12:00pm West Zone, 2nd

10. 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

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 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 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

Time permitted to start parts of as above by contractor the contractor shall be levied penalty of (1)

work 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,

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

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

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

the works without proper precautions/safety measures as

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

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

ybœtJtœ BGþrlrmvj ftuvtuohuNl

vrùb Ítul - Esluh Ftðþ

zu.mexe yuLSlegh ©e le yturVm ztu.hbKCtR vxuj CJl,

WMbtlvwht ath hM<t, ybœtJtœ , Vtul lkch :-

AHMEDAB AD MUNICIPAL CORPORATION ENGINEERING

Ahmedabad Municipal Corporation

Engineering Department - West Zone

Name of Work :- Patchwork by Handlaying on diff. places & Providing , Supplying & Laying Wetmix

at Breakdown Work in stadium ward . (A.R.C.)

Sr. Quantity Item Description Rate Rs. Per Amount in Rs.

1 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. (Based on Previously approved rate by C E

a 100.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

b 3000.00 0.20 to 0.30 meter (By any type of Breaker Machine 177.76 Smt

or R.C.C.Cutter machine including cost of operator, fuel,

& transportation etc complete.

c 5.00 0.30 meter & above (By any type of Breaker Machine 311.08 Smt

or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete.

2 500.00 Barricading the entire break down or excavated area 79.99 Rmt

on rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos

of lighting arrangement through out the work with

necessary required arrangement. The same shall be

removed after completion of work.

3 1500.00 Box cutting the road surface to proper slope and camber 127.13 Cmt

for making a base for road work including removing

the excavated stuff and depositing on the road side

slope as directed upto 200 Mt.lead

4 1500.00 Conveyance charge of earth, lime, murrum, building 117.20 Cmt

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind executed outside the road

site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable. (Road Project

5 Providing, laying, spreading and compacting graded stone 2010.00

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 1200.00 Production & Supply of WMM 1975.00 Cmt

b 1200.00 Laying of WMM 35.00 Cmt

6 30000.00 Providing and applying Primer Coat with cationic 40.24 Smt

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. (As Per Road

7 3200.00 Labour charges for hand laying hotmix material 449.68 MT

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. (As Per Road Tender)

8 265.00 Hiring of Tractor with trolley considering 8 Hrs. As 2104.09 Day

working Day hours inclu. Driver (GWSSB SOR-2022-23

Section-2E- Miscellenous Item No.7)

9 Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other, or

for any other work as directed by Engineer In charge. The

Rate includes Handcart with Mazdoor

500.00 Labour charges - Mazdoor 493.00 EACH

500.00 Labour charges - Breaker 697.00 EACH

10 300.00 Providing & Supplying JCB Machine on rental basis 600.00 Hour

in case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of Engg. In Charge, rate includes all nece.

Shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

(As per previous tender Rates)

11 250.00 Providing and spreading tack coat using Bitumen VG10/30 125.00 MT

on road surface before laying hotmix material including

heating the bitumen and labour charges for applying

bitumen on road surface at the rate 2.5 kg/ 10 smt. with

carting on site etc. comp as directed by engg. in charge.

(Never Use Tyre / Platic Material for heating the Bitumin)

12 450.00 Re-carting of Hotmix material from place of Work / AMC 80.36 Mt

store to Location of laying havind narrow width like

chawls, poles, gamtal roads using JCB for loading to

transorting by tractor trolly including fuel, driver etc

complete as directed.

13 20.00 Supply Of Coarse sand (R&B For Ahmedabad City Year 279.30 cmt

14 115.00 Supply Of Fine sand (R&B For Ahmedabad City Year 2023- 255.08 cmt

24 Page No. 13 )

15 11.00 Supply Of Cement (R&B For Ahmedabad City Year 2023-24 5234.00 MT

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

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

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.

Barricading the entire break down or excavated area on rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for making temporary sufficient nos of

lighting arrangement through out the work with necessary required arrangement. The same shall be removed after

completion of work.

As per Instruction of Engineer Incharge

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 upto 200Mt.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 asphalt.

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 safety.

The rate shall be for a unit of one cubic

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

anykind 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 payment.

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

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 etc complete.

Production & Supply of WMM to site of

works Laying of WMM

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

17-1. 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 3-1 : 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 IS:2386 (Part-4) 40 percent (Max.)

or Aggregate Impact value

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

2. Combined Flakiness and Elongation indices 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

Grading Requirements

The aggregates shall conform to the grading given in Table 17-2.

Table 3-2 : 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.

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

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 withoutrutting 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 fromsurface blemishes.

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

removing or adding aggregate as may be required. The layer may be tested by depth blocks during construction. No

segregation of layer and fine particles should be allowed. The aggregates as spread should be of uniform gradation

with no pockets of fine materials.

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

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

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-

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

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

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

Setting and drying:

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

Opening to Traffic

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

dried and the wearing course laid.

Surface Finish and Quality Control

of WorkSurface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 17-3.

Table 3-3 : 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 One test per 500 Cu.m. IS:2386, Part-I

and Elongation Indices

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

of 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

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.

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. (As Per Road Tender)

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. (As Per Road Tender)

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.

Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver (GWSSB SOR 2021-22)

Item No. 9 : Providing and supplying of labour for necessary manual excavation, cleaning,

Shifting of Material Or any other, or for any other work as directed by Engineer In charge. The Rate includes Handcart

Labour charges - Mazdoor

Labour charges - Breaker

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 )

Providing and spreading tack coat using Bitumen VG10/30 on road surface before laying hotmix material including

heating the bitumen and labour charges for applying bitumen on road surface at the rate 2.5 kg/ 10 smt. with carting

on site etc. comp as directed by engg. in charge. (Never Use Tyre / Platic Material for heating the Bitumin)

Re-carting of Hotmix material from place of Work / AMC store to Location of laying havind narrow width like

chawls, poles, gamtal roads using JCB for loading to transorting by tractor trolly including fuel, driver etc complete

Item No. 13, 14 ,

D.9.2.2 Code for Materials

1. IS : 269 - Specification for 33 grade ordinary portland cement

2. IS : 455 - Specification for portland slag cement

3. IS : 1489 - Specification for portland pozzolana cement

4. IS : 8112 - Specification for 43 grade ordinary portland

5. IS : 12330 - Specification for sulphate resisting portland cement

6. IS : 383 - Specification for coarse and fine aggregates from

natural sources for concrete.

7. IS : 432 - Specification for mild steel and medium tensile

(Part 1 and 2) steel bars and hard drawn steel wires for concrete

8. IS : 1786 - Specification for high strength deformed steel bars

and wires for concrete reinforcement.

9. IS : 1566 - Specification for hard drawn steel wire fabric for

concrete reinforcement.

10. IS : 9103 - Specification for admixtures for concrete.

11. IS : 2645 - Specification for integral cement water proofing

12. IS : 4990 - Specification for plywood for concrete shuttering

13. IS : 12269 - Specification for 53 grade ordinary portland

D.9.2.3 Code for Material Testing

1. IS : 4031 - Methods of physical tests for hydraulic cement.

(Parts 1 to 15)

2. IS : 4032 - Methods of chemical analysis of hydraulic cement.

3. IS : 650 - Specifications for standard sand for testing of

4. IS : 2430 - Methods for sampling of aggregates for concrete.

5. IS : 2386 - Methods of test for aggregates for concrete.

6. IS : 3025 - Methods of sampling and test (physical and

chemical) water used in industry.

7. IS : 6925 - Methods of test for determination of water soluble

chlorides in concrete admixtures.

D.9.2.4 Code for Materials Storage

1. IS : 4082 Recommendations on stacking and storing of

construction materials at site.

D.9.4 MATERIALS

D.9.4.1.1 Unless otherwise specified or called for by the Engineer, cement shall be Ordinary

Portland cement conforming to IS specified above.

D.9.4.1.2 Where Portland pozzolana or slag cement are used, it shall be ensured that

consistency of quality is maintained, there will be no adverse interactions between the

materials and the finish specified is not marred.

D.9.4.1.3 Only one type of cement shall be used in any one mix. The source of supply, type or

brand of cement within the same structure or portion thereof shall not be changed

without approval from Engineer.

D.9.4.1.4 Cement which is not used within 90 days from its date of manufacture shall be tested

at a laboratory approved by Engineer and until the results of such tests are found

satisfactory, it shall not be used in any work.

D.9.4.2 Aggregates (General)

D.9.4.2.1 General

D.9.4.2.1.1 “Aggregate” in general designates both find and coarse inert materials used in the

manufacture of concrete (vide BIS 456 & BIS 383) and conforming to tests as per

BIS 2386 (Part I to VI).

D.9.4.2.1.2 “Coarse Aggregate” is aggregate most of which is retained when passed through on

4.75 mm BIS sieve.

D.9.4.2.1.3 All fine and coarse aggregates proposed for use in the works shall be subject to the

Engineer-in-Charge’s approval and after specific materials have been accepted, the

source of supply of such materials shall not be changed without prior approval of the

Engineer-in-charge.

D.9.4.2.1.4 Aggregates shall consist of natural sand, stone (crushed or uncrushed) and gravel

from a source known to produce satisfactory aggregate for concrete and shall be

chemically inert, non-flaky, strong, hard, durable against weathering, or limited

porosity and free from deleterious materials that may cause corrosion of the

reinforcement or may impair the strength and or durability of concrete. The grading

of aggregates shall be such as to produce a dense concrete of specified strength and

consistency that will work readily into position without segregation and shall be

based on the “mix design” and preliminary tests on concrete specified later. The

aggregates shall be brought from the source as mentioned in Volume–I Clause

D.9.4.2.2 Sampling and testing

D.9.4.2.2.1 Samples of the aggregates for mixed design and determination of suitability shall be

taken under the supervision of the Engineer-in-charge and delivered to the

laboratory, well in advance of the scheduled placing of concrete. Records of tests,

which have been made on proposed aggregates and on concrete made from this

source of aggregates shall be furnished to Engineer-in-charge in advance of the work,

for use in determining aggregate suitability. The costs of all such tests, sampling etc.

shall be borne by the contractor.

D.9.4.2.3 Storage of aggregates

D.9.4.2.3.1 All coarse and fine aggregates shall be stacked separately in stock piles in the

material yard near the work site in bins properly constructed to avoid inter mixing of

different aggregates. Contamination with foreign material and earth during storage

and while heaping the materials shall be avoided. The aggregates must be of

specified quality not only at the time of receiving at site but more so at the time of

loading into mixer. Rakers shall be piled in layers not exceeding 1.20 m in height to

prevent coning or segregation. Each layer shall cover the entire area of stock pile

before succeeding layers are started. Aggregates that have become segregated shall

D.9.4.2.4 Specific Gravity

D.9.4.2.4.1 Aggregates having a specific gravity below 2.4 (saturated surface dry basis) shall not

D.9.4.3 Fine Aggregate

D.9.4.3.1 Fine aggregate shall consist of natural or crushed sand conforming to IS

conforming to tests as per IS 2386 part I to IV. The sand shall be clean, sharp, hard,

strong and durable and shall be free from dust, vegetable substances, adherent

coating, clay, alkali, organic matter, mica, salt or other deleterious substances, which

can be injurious to the setting qualities / strength/ durability of concrete.

D.9.4.3.2 Screening and Washing : Sand shall be prepared for use by such screening or

washing, or both, as necessary, to remove all objectionable foreign matter while

separating the sand grains to the required size fraction.

D.9.4.3.3 Foreign Material limitations : The percentage deleterious substances in sand delivered

to the mixer shall not exceeding the following :

Sr. Foreign Material Percentage by weight

No. Uncrushed Crushed

1 Material finer than 75 micron IS sieve 3.0

3 Coal and Lignite 1.0

4 Clay Lumps 1.0

D.9.4.3.4 Gradation : Unless otherwise directed or approved by the Engineer-in-charge, the

grading of sand shall be within the limits indicated hereunder.

Designation Grading Grading Grading Grading

Zone-I Zone-II Zone-III Zone-IV

D.9.4.3.4.1 Where the grading falls outside the limits of any particular grading zone of sieves,

other than 600 microns IS sieve, by total amount not exceeding 5%, it shall be

other than 600 microns IS sieve, by total amount not exceeding 5%, it shall be

regarded as falling within that grading zone. This tolerance shall not be applied to

percentage passing the 600 micron IS sieve or to percentage passing any other sieve

on the coarser limit of grading zone I or the finer limit of grading zone IV. Fine

aggregates conforming to grading zone IV shall not be used. Mix designs and

preliminary tests shall show its suitability for producing concrete of specified strength

and workability.

D.9.4.3.5 Fineness Modulus

The sand shall have a fineness modulus of not less than 2.2 or more than 4.2. The

fineness modulus is determined by adding the cumulative percentages retained on the

following IS sieve sizes (4.75 mm, 2.35 mm, 1.18 mm, 600 microns and 150 microns)

and dividing the sum by

D.9.4.4 Coarse Aggregate

D.9.4.4.1 Coarse aggregate for concrete, except as noted above, shall conform to IS 383 and IS

2386. This shall consist of crushed stone and shall be clean and free from elongated,

flaky or laminated pieces, adhering coatings, clay lumps, coal residue, clinkers, slag,

alkali, mica, organic matter or other deleterious matter.

D.9.4.4.2 Screening and Washing : Crushed rock shall be screened and or washed for the

removal of dirt or dust coating, if so requested by the Engineer-in-charge.

D.9.4.4.3 Grading

D.9.4.4.3.1 Coarse aggregate shall be either in single size or graded, in both cases the grading

shall be within the following limits :

IS Percentage passing for single sized Percentage passing for graded

Sieve Aggregate of normal size aggregate of normal size

D.9.4.4.3.2 The pieces shall be angular in shape and shall have granular or crystalline surfaces.

Friable, flaky and laminated pieces, mica and shale, if present, shall be only within

tolerance limits which will not affect adversely the strength and or durability or

concrete. The maximum size of coarse aggregate shall be 40 mm for M7.5 and M10

and 20 mm for M15 to M20 concrete, or as directed by the Engineer-in-charge or

specified otherwise. The maximum size of coarse aggregate shall be the maximum

size specified above but in no case greater than ¼th of the minimum thickness of the

member, provided that the concrete can be placed without difficulty so as to surround

all reinforcement thoroughly and fill the corners of the form. For plain concrete the

maximum size of aggregate shall be of 40 mm. for heavily reinforced concrete

members, the nominal maximum size of the aggregate shall be 5 mm less than the

minimum clear distance between the reinforcing main bars or 5 mm less than the

minimum cover reinforcement whichever is smaller.

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

ybœtJtœ BGþrlrmvj ftuvotuhuNl

vr©b Ítul - Esluh Ftðþ

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

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

ftuLx[t¾xh Jtk^tu jE NfNu lrn.

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

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

16. atEÕz juch yuBvjtug fhe NftNu lrn.

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

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

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

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.

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 govt.rules.

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

regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

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

The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender

duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents

except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission

tender duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or

correction published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum

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

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

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 &tg Au.

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

(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)