Applying Thermoplastic paint at different Main road and other different places at Baherampura ward South Zone

Name of Work :- Applying Thermoplastic paint at different Main road and other

different places at Baherampura ward South Zone

Sr. Rate Amount

No. Quantity Item Description in Rs. Per in Rs.

Road marking with hot applied thermoplastic paints strictly of

Automark - "Specsmark", Asian Paints-"Apcomark", Katalline- "Traffix

O" or Berger Paints-"Sigmark" with reflectorising glass beads of

Automark-"Autolux Gold", "Swarco", "Sovitec" Asian Paints-

Apcobids", "Potters" on bitumen surface providing and laying a hot

applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

1 1430 section-15 of IRC 35-2015. (As per approved R.A) 559 Smt

Providing and laying Road marking with hot applied thermoplastic

paints strictly of Automark - "Specsmark", Asian Paints-"Apcomark",

Katalline- "Traffix O" or Berger Paints-"Sigmark" with reflectorising

glass beads of Automark-"Autolux Gold", "Swarco", "Sovitec" Asian

Paints-Apcobids", "Potters" on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is exclusive of surface applied glass beds as per IRC:35. The

finished surface to be level, uniform and free from streaks and holes.)

Directional Arrow, Lettering (1 word - up to 4 letters), or any kind of

Artwork etc. (which shall maximum size upto 2.75 Sqmt out to out)

Item shall include providing Stencils for lettering, direction arrow

signages, and as per requirement. including cleaning, required

maintenance, etc. complete pre and post work. Cost shall also include

laying with applicator machine & operating boilers, Skilled Labours for

road marking, and Un-Skilled labours for barricading/protection,

traffic diversion, and it shall also include wastage of material, etc.

Contractor shall be responsible to run his own thermoplastic

applicator machine & supply necessary diesel, gas, fuel, etc, also it

will be his responsibility to Operate preheater. for good quality of

workmanship as instructed by Engg-in-charge. Agency has to quote

2 150 rate on Nos. work basis which shall include following manpower and 990 Nos.

machinery for each set). (As per approved R.A)

CAT EYE/Road Stud/RPM: Supplying of Moulded Twin Shank Raised

Pavement Markers made of polycarbonates and ABS moulded body

and reflective panels with Micro Prismatic Lens(No Glass Bed Lens)

capable of Providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs. tested accordance to

ASTM D 4280 Type H and complying to specification of category A of

MORTH Circular NO RW/NH/33023/10-97-DO lll Dt.11.06.1997. The

height, width and length shall not exceed 20 mm,130 mm and

130mm and with minimum reflective area of 13 sqcm on each side

and slope to the base shall be 35+/-5 degree.The strength of

detachment of integrated cylindrical shank,(of diameter not less than

19+/-2 mm and height not less than 30+/-2 mm) from the body is to

be a minimum value of 500 kgf. Fixing will be by drilling holes on the

road for the shank to go inside, without nails and using epoxy resin

based adhesive as per manufacturer's recommandation and The color

of the marker should be as per the IRC 35-2015 and as directed by

3 10 Engineer-In-charge.(R&B SOR 2023-24 Item code:26162A) 323 Nos.

Providing and applying primer before hot applied thermoplastic

paints marking on RCC road surface, which must ensure better

adhesion of thermoplastic paint to the surface and also increase paint

durability, including all material, manpower, tools and machineary

required for work, with all required safety standards to work in

running traffic conditions, as per standards and as instructed by engg

in charge Agency has to quote rate on Sq.Mt. work basis).(As per

4 108 approved R.A) 47 Smt

Providing & applying C.R. Base Road Marking Painting lines, dashes,

arrow, letters etc. on Road in two coats on new Work with ready

mixed road marking paint conforming to IS:164 and AASHTO standard

M-248-90 on concrete/ bituminous surface,including required

additive/ solvent, providing safety cones,barricades, string, chalks or

req. colour for line marking,etc. Cleaning the surface, removing of all

dirt , dust & other foreign matter and clear the site as per engineer

5 198 incharge.(As per approved R.A) 219 Smt

Conveyance charge of earth, lime, murrum, building 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

6 the work site is not payable.

1.414012 e) Lead From up to 5 Km. 3 Cmt

Estimated Tender Amount: Rs.

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for the

work mentioned below.

Applying Thermoplastic paint at different Main road and

other different places at Baherampura ward South Zone

2 Time Limit 12Months

3 Tender Validity Period 120 days from the date of submission of the tender

Register “E2” class in PWD in Govt. R&B/CPWD/AMC or

4 Eligibility Criteria

equivalent registration with any other state Govt. Or institutions.

Estimated Cost put to

Rs.10,000/- Demand Draft Or Bank Guarantee in favor of

Earnest Money Deposit

6 Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

5 % of the Tender Amount in form of Bank Guarantee / Demand

7 Security Deposit Draft in favor of Municipal Commissioner, Ahmedabad to be

submitted as prescribed in tender.

Tender fees Rs.900/-Demand Draft in favor of Municipal Commissioner,

(Non refundable) Ahmedabad)

In separate sealed cover each for EMD and Tender Fees along

Submission of EMD and

with Tender as described in the invitation of tender and submitted

to Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

As per Notice inviting Tender / Addendum / Corrigendum.The

Last date of receiving

11 tenders received after latest schedule date and time will not be

entertained under any circumstances.

As per Notice inviting Tender / Addendum / Corrigendum to

Date of Opening

12 Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

Document shall be submitted in sealed envelope systems By

Mode of sending the RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (

Tender Documents One Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

The contractor shall be responsible to make good and remedy at

this own expenses any defect which may developed or may be

15 Defect &Liability Period noticed before the period mentioned here under from the certified

date of completion, The within 15 days of receipts 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 they expenses, If any, incurred by him in

rectification, removal or re- execution. The defect liability period

shall be as under (a) for all works costing up to Rs.

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

certified date of completion. (b) for all works costing more than

Rs. 50,000 and up to Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the certified date of completion

or one monsoon , which ever letter.(c) the major project 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)

& (c) above or elapse of monsoon period following certified date

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

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

0.1% per day delay of remaining work after the completion date

16 Compensation for Delay

but not more than 10% of cost of remaining works.

Deduction of Retention Retention @ 2% of the value of work done will be deducted from

17 Money from each RA each RA bill. It will be released along with release of payment of

Bill Final Bill.

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

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

18 Addendum/Corrigendum

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

Tender Document.

19 For E.P.F.O/ESIC Act. As per Account department circular no.27, date-07/01/2026

As per AMC Finance Department Circular No. 38 dated 21-11-

20 GST 2022. The Rates are Exclusive of GST. Prevailing GST will be

paid separately.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to

reject any or all the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEER DEPARTMENT

Baherampura WARD

TECHNICAL SPECIFICATION

Name of Work : Applying Thermoplastic paint at different Main road and other

different places at Baherampura ward South Zone

ITEM No.1 Thermoplastic paint

Road marking with hot applied thermoplastic paints strictly of Automark - "Specsmark", Asian

Paints-"Apcomark", Katalline- "Traffix O" or Berger Paints-"Sigmark" with reflectorising glass

beads of Automark-"Autolux Gold", "Swarco", "Sovitec" Asian Paints-Apcobids", "Potters" on

bitumen surface providing and laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white

color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux

and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. (As per approved R.A)

ITEM No.2 Thermoplastic paint Directional Arrow, Lettering (1 word - up to 4 letters), or any kind

of Artwork etc.

Providing and laying Road marking with hot applied thermoplastic paints strictly of Automark -

"Specsmark", Asian Paints-"Apcomark", Katalline- "Traffix O" or Berger Paints-"Sigmark" with

reflectorising glass beads of Automark-"Autolux Gold", "Swarco", "Sovitec" Asian Paints-

Apcobids", "Potters" on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is exclusive of surface applied glass beds as per IRC:35. The finished surface to be level,

uniform and free from streaks and holes.) Directional Arrow, Lettering (1 word - up to 4 letters),

or any kind of Artwork etc. (which shall maximum size upto 2.75 Sqmt out to out) Item shall

include providing Stencils for lettering, direction arrow signages, and as per requirement.

including cleaning, required maintenance, etc. complete pre and post work. Cost shall also include

laying with applicator machine & operating boilers, Skilled Labours for road marking, and Un-

Skilled labours for barricading/protection, traffic diversion, and it shall also include wastage of

material, etc. Contractor shall be responsible to run his own thermoplastic applicator machine &

supply necessary diesel, gas, fuel, etc, also it will be his responsibility to Operate preheater. for

good quality of workmanship as instructed by Engg-in-charge. Agency has to quote rate on Nos.

work basis which shall include following manpower and machinery for each set). (As per approved

MoRT&H Cluses 803 ROAD MARKINGS

The colour, width and layout of road markings shall be in accordance with the Code of Practice for

Road Markings with paints, IRC:35-2015, and as specified in the drawings or as directed by the

803.2 Materials

Road markings shall be of ordinary road marking paint, hot applied thermoplastic compound, or

reflectorised paint as specified in the item and the material shall meet the requirements as specified

803.4 Hot Applied Thermoplastic Road Marking

803.4.1 Thermoplastic Material

803.4.1.1 General :

The thermoplastic material shall be homogeneously composed of aggregate, pigment, resins and

glass reflectorizing beads. The colour of the compound shall be white or yellow OS colour No. 356)

as specified in the drawings or as directed by the Engineer.

803.4.1.2 Requirements

(1)Composition: The pigment, beads, and aggregate shall be uniformly dispersed in the resin. The

material shall be free from all skins, dirt and foreign objects and shall comply with requirements

indicated in Table 800-9.

TABLE 800-9. Proportions of constituents of marking material (Percentage by weight)

Component White Yellow

Binder 18.0 min. 18.0 min.

Glass Beads 30-30 30-30

Titanium Dioxide 10.0 min. -

Calcium Carbonate and 42.0 max. See Note below

Yellow Pigments - See Note below

Note: Amount of yellow pigment~ calcium carbonate and inert fillers shall be at the option of

the manufacturer, provided all other requirements of this Specification are met.

(ii) Properties: The properties of thermoplastic material, when tested in accordance with ASTM

D36/BS-3262-(Part 1), shall be as below:

(a) Luminance :

White: Daylight luminance at 45 degries-65 per cent min. as per AASHTO M

Yellow: Daylight luminance it 45 degien-45 per cent min. as per AASHTO M

(b) Drying time: When applied at a temperature specified by the manufacturer and to the required

thickness, the material shall set to bear traffic in not more than 15 minutes.

(c) Skid resistance: not less than 45 as per BS:

(d) Cracking resistance at low temperature: The material shall show no cracks on application to

concrete blocks.

(e) Softening point 102.5 :t 9.50 C as per ASTM D

(f) Flow resistance Not more than 25 per cent as per AASHTO M

(g) Yellowness Index (for white thermoplastic paint): not more than 0.12 as per AASHTO M

(iii) Storage Life : The material shall meet the requirements of these Specifications for a period of one

year. The thermoplastic material must also melt uniformly with no evidence of skins or unmelted

particles for the one year storage period. Any material not meeting the above requirements to be

replaced by the manufacturer/ supplier/Contractor.

(iv) Reflectorisation : Shall be achieved by incorporation of beads. the grading and other properties of

the bonds shall be as specified in Clause 803.4.2.

(v) Marking : Each container of the thermoplastic material shall be clearly and indelibly marked with the

following information:

1. The name, trade mark or other means of identification of manufacturer

2, Batch number

3. Date of manufacture

4. Colour (white or yellow)

5. Maximum application temperature and maximum safe beating temperature.

(vi) Sampling and testing: The thermoplastic material shall be sampled and tested in accordance with the

appropriate ASTM/BS method. The Contractor shall furnish to the Employer a copy of certified test

reports from the manufacturers of the thermoplastic material showing results of all tests specified

herein and shall certify that the material meets all requirements of this Specification.

803.4.2 Reflectorized glass beads

803.4.2.1 General :

This Specification covers two types of glass beads to be used for the production of reflectorized

pavement markings

Type I beads -are those which are a constituent of the basic thermoplastic compound vide Table

800-9 and Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.4.

803.4.2.2 The glass beads shall be transparent, colourless and free from milkiness, dark particles

and excessive air inclusions.

These shall conform to the requirements spelt out in Clause 803.4.2.3.

803.4.2.3 Specific requirements

a) Gradation: Ile glass beads shall meet the grada tion requirements for the two types as given in

TABLE 800-10 Gradation Requirements For Glass Bead

Sieve size Percent retained

850 micron 5 to 20 0 to

below 180 micron 0 to

b)Roundness: The glass beads shall have a minimum of 70 per cent true spheres.

c)Refractive index: The glass beads. shall have a minimum reflective index of 1.50.

d)Free flowing properties: The glass beads shall be free of hard lumps and clusters and shall

dispense readily under any conditions suitable for paint striping. They shall pass the free flow-test.

803.4.2.4 Test methods:

The specific requirements shall be tested with the following methods:

(i)Free- flow test: Spread 100 grams of beads evenly in a 100 mm diameter glass dish. Place the dish

in a 250mm inside diameter desiccator which is filled within 25 mm of the top of a desiccator plate

with sulphuric acid water solution ( specific gravity 1.10). Cover the desiccator and let it stand for

hours at 20 to 29 degree C. Remove sample from desiccator, transfer beads to a pan and inspect for

lumps or clusters. Then pour beads into a clean, dry glass funnel having a 100mm stem and 6 nun

orifice. If necessary, initiate flow by lightly tapping the funnel. The glass spheres shall be essentially

free of lumps and clusters and shall flow freely through the funnel.

(ii) The requirements of gradation, roundness and refractive index of glass beads and the amount

of glass beads in the compound shall be tested as per BS 6088 and BS 3262 (Part 1).

(iii)The Contractor shall furnish to the Employer a copy of certified test reports from the

manufacturer of glass beads obtained from a reputed laboratory showing results of all tests'

specified herein and shall certify that the material meets all requirements of this Specification.

However, if so required. these tests may be carried out as directed by the Engineer.

803.4.3 Application properties of thermoplastic material

803.4.31 The thermoplastic material shall readily get screeded/ extruded at temperatures

specified by the manufacturers for respective method of application to produce a line of specified

thickness which shall be continuous and uniform in shape having clear and sharp edges.

803.4.3.2 The material upon heating to application temperatures shall not exude fumes, which are

toxic, obnoxious or injurious to persons or property.

803.4.4 Preparation

(i) The material shall be melted in accordance with the manufacturer's instructions in a heater

fitted with a mechanical stirrer to give a smooth consistency to the thermoplastic material to avoid

local overheating. The temperature of the mass shall be within the range specified by the

manufacturer, and shall on no account be allowed to exceed the maximum temperature stated by

the manufacturer. The molten material should be used as expeditiously as possible and for

thermoplastic material which has natural binders or is otherwise sensitive to prolonged heating, the

material shall not be maintained in a molten condition not more than 4 hours.

(ii) After transfer to the laying equipment, the material shall be maintained within the temperature

range specified by the manufacturer for achieving the desired consistency for laying.

803.5 Reflectorised Paint--deleted

Reflectorised paint, if used, shall conform to the Specification by the manufacturers and approved

by the Engineer. Reflectorising glass beads for reflectorising paints where used shall conform to the

requirement of Clause 803.4.2.

803.6 Application

803.6.1 Marking shall be done by machine. For locations where painting cannot be done by machine,

approved manual methods shall be used with prior approval of the Engineer. The Contractor shall

maintain control over traffic while painting operations are in progress so as to cause minimum

inconvenience to traffic compatible with protecting the workmen.

803.6.2 Where the compound is to be applied to cement concrete pavement, a sealing primer as

recommended by the manufacturer, shall be applied to the pavement in advance of placing of the

stripes to ensure proper bonding of the compound. On new concrete surface any laitance and/or

curing compound shall be removed before the markings are applied.

803.6.3 The thermoplastic material shall be applied hot either by screeding or extrusion process. After

transfer to the laying apparatus, the material shall be laid at a temperature within the range

specified by the manufacturer the particular method of lying being used. The paint shall be applied

using a screed or extrusion machine.

803.6.4 The pavement temperature shall not be less than 10'C during application. All surfaces to be marked

shall be thoroughly cleaned of all dust, dirt/grease, oil and all other foreign matter before

application of the paint.

The material, when formed into traffic stripes, must be readily renewable by placing an

overlay of new material directly over an old line of compatible material. Such new material shall so

bond itself to the old line that no splitting or separation takes place.

Thermoplastic paint shall be applied in intermittent or continuous lines of uniform thickness

of at least 2.5 mm unless specified otherwise. 'Where arrows or letters are to be provided,

thermoplastic compound may be hand- sprayed. In addition to the beads included in the material, a

further quantity of glass beads of Type 2, conforming to the above noted Specification shall be

sprayed uniformly into a mono-layer on to the hot paint line in quick succession of the paint

spraying operation. The glass beads shall be applied at the rate of 250 grams per square meter area.

803.6.5 The minimum thickness specified is exclusive of surface applied glass beads. The method of

thickness measurement shall be in accordance with Appendices B and C of BS - 3262 (Part 3).

803.6.6 The markings shall be done to accuracy within the tolerances given below:

i) Width of lines and other markings shall not deviate from the specified width by more than

ii) The position of lines, letters, figures, arrows and other markings shall not deviate from the

position specified by more than 20 mm

iii) The alignment of any edge of a longitudinal line shall not deviate from the specified alignment by

more than 10 mm in 15 m.

iv) The length of segment of broken longitudinal lines shall not deviate from the specified length by

more than 150 mm.

In broken lines, the length of segment and the gap between segments shall be as indicated

on the drawings; if these lengths are altered by the Engineer, the ratio of the lengths of the painted

sections shall remain the same.

803.6.7 Properties of finished road marking

The finished lines shall be free from ruggedness on sides and ends and be parallel to the

general alignment of the carriageway. The upper surface of the lines shall be level, uniform and free

(a) The stripe shall not be slippery when wet.

(b) The marking shall not lift from the pavement in Freezing weather.

(c) After application and proper drying, the stripe shall show no appreciable deformation or

discoloration under traffic and under road temperatures up to 60 degree C.

(d) The marking shall not deteriorate by contact with sodium chloride, calcium chloride or oil drippings

(e) The stripe or marking shall maintain its original dimensions and position. Cold ductility of the

material shall be such as to permit normal. movement with the road surface without chopping Or

(f) The colour of yellow. Marking shall conform to IS Colour No. 356 as given in IS:

Performance Criteria: The criteria given here under are meant to be used on white colour pavement

1.1 Day Time Visibility

The luminance coefficient under diffuse illumination Qd for road marking on

Cement road (Qd) shall be minimum of 130 mcd/m2/lux during the expected life service time

Asphalt road (Qd) , shall be minimum of 100 mcd/m2/lux during the expected life service time

Testing method shall be according to Annexure D.

1.2 Night Time Visibility

(i) Dry retro-reflection

Dry retro-reflection shall be compliant with Table (i) and measured in accordance with the method

descried in Annexure E.

(i) Initial and Minimum Performance for Dry Retro Reflectivity during Nighttime

S. Design Speed (RL) Retro –Reflectivity (mcd/m2/lux)

Initial Minimum Threshold Level (TL) and

(7 warranty period Required up to

3 Above 100 350

(i) Wet retro-reflection

Wet retro-reflection shall be compliant with Table (ii) and measured in accordance with the method

descried in Annexure E. irrespective of the design speed .In wet condition design speed does not

have bearing on road marking

(ii) Initial and Minimum Performance for Dry Retro Reflectivity during Nighttime

S. Design Speed (Rw) Retro –Reflectivity (mcd/m2/lux)

Intian (7 days) Minimum Threshold Level

SPECIAL TERMS AND CONDITIONS FOR THERMOPLAST PAINT WORK

1) Agency should carry out such type of work by only using his owned Thermoplastic paint laying

machine with temperature controller and automatic mixing arrangement of glass beads in required

2) After completion of the laying of thermoplastic paint work, guarantee for durability and

reflectivity as per below given by the bidder in the writing.

Defect liability period for Thermoplastic paint shall be considered as follows:

1. For zebra / pedestrian crossing, stop line, letters and arrows: 1 Years from the date of

execution. For all other Thermoplastic paint: 2 Years.

3) Agency who carry out such type of work shall have an experience of carrying out similar type of

4) Test certificates as per M.O.S.T. Specification for Road and Bridge works Clause 803.4.1.2(vi)

should be furnished of reputed laboratory before starting the work.

803.6.8 Measurements for Payment

803.6.8.1 The painted markings shall be measured in sq. metres of actual area marked (excluding the

803.6.8.2 In respect of markings like directional arrows and lettering, etc., the measurement shall be

Contractor shall have to Submit the manufacture test certificate before Starting the work at no Extra

Contractor Shall have to Submit the test report of Both thermoplastic paint and glass beads from

approved Laboratory for paint & glass beads at no extra cost before producing bill and then after on

end when asked by AMC.

Contractor shall have to submit the filled form as mentioned above in Soft (Signed & scanned) and

two hard copies.

USAGE CONFORMANCE CERTIFICATE

Details of the thermoplastic painting work is carried out using Name of Manufacturer

sr Type of work with size Qty Remarks

Certified that the above Hot Applied Thermoplastic Road Marking have been manufactured

using Brand Name & Product name of thermoplastic material & Glass bid (according to ASTMD

36/BS3262) and are covered by the

Which will expire on dated.............

Name of Thermoplastic Material Manufacturer Name of Converter

Name of Thermoplastic Product

Authorized Signatory Authorized Signatory

The Contract unit rate for road markings shall be payment in full compensation for furnishing

a labour, materials, tools, equipment, including all incidental costs necessary for carrying out the

work at the site conforming to these Specifications complete as per the approved drawing(s) or as

directed by the Engineer and all other incidental costs necessary to complete the work to these

Specifications.

ITEM No.3 CAT EYE/Road Stud/RPM:

Supplying of Moulded Twin Shank Raised Pavement Markers made of polycarbonates and ABS

moulded body and reflective panels with Micro Prismatic Lens(No Glass Bed Lens) capable of

Providing total internal reflection of the light entering the lens face and shall support a load of

13635 kgs. tested accordance to ASTM D 4280 Type H and complying to specification of category A

of MORTH Circular NO RW/NH/33023/10-97-DO lll Dt.11.06.1997. The height, width and length

shall not exceed 20 mm,130 mm and 130mm and with minimum reflective area of 13 sqcm on

each side and slope to the base shall be 35+/-5 degree.The strength of detachment of integrated

cylindrical shank,(of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from

the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the

shank to go inside, without nails and using epoxy resin based adhesive as per manufacturer's

recommandation and The color of the marker should be as per the IRC 35-2015 and as directed by

Engineer-In-charge.(R&B SOR 2023-24 Item code:26162A)

Detailed Technical Specifications for Moulded Twin Shanks Cat Eye / Road Stud / RPM

Material & Manufacturing

The work shall cover the providing and fixing of Raised Pavement marker (RPM) or road stud, a

device which is bonded to or anchored within the road surface, for lane marking and delineation for

night-time visibility, as specified in the contract.

2.1 Plastic body of RPM road stud shall be molded from ASA ( Acylicstyreneactylonitrile ) of HIPS (

Impacts polystyrene) or ABS or any other suitable material approved by the Engineer in charge. The

marker shall support a load of 13635 kg. tested in accordance with ASTM D

2.2 Reflective panels shall consist if number or lenses containing single or dual prismatic cubes capable

of providing total internal reflection the light entering the lens face lenses shall be molded of methyl

methecrylat conforming to ASTM D 788 or equivalent.

The slope or retro relfecting surface shall prfeably be 35. + 5degree to base. The area of each retro

reflecting surface shall not be less then 13.0 sqmt.

4. Optical performance

4.1 Unidirectional and bi directional studs each reflector or combination of reflector on each face of the

stud shall have a CIL not less the given in Table 1 or 2 appropriate.

4.2 Omni directional studs

Each omni directional stud shall have a min. CIL of not less than 2mcd/lx

Table 1 min. CIL vales for category 'A' studs.

Entrance Angle Observation Angle C.I.L. in mcd/lx

White Amber Red

Table 2 min. CIL vales for category 'B' studs.

Entrance Angle Observation Angle C.I.L. in mcd/lx

White Amber Red

1) The enterance angle of 0º U corresponds to the normal aspect of the reflectors when the reflecting

road stud is installed in horizontal road surface.

2) The stud incorporating one or more corner cube reflectors shall be included in category ‘A’. the stud

incorporating one or more bi-convex reflectors shall be included in category ‘ B’.

5.1 Coefficient of luminance intensity can be measured by produce described in ASTM 809 '' Practice for

Measuring Photometric characteristics'' or as recommended in BS 879 part 4:1973

5.2 under test conditions, a stud shall not be considered to fail the photometric requirements if the

measured C.I.L at any one position of measurements is less than the values specified in Table 1 or

i) the value is not less than 80 percent of the specified minimum and

ii) the average of the left and right measurements for the specific angle is greater than the specified

6. Fixing of Reflective studs

6.1 Requirements

The enveloping profile of the head of the stud shall be smooth and the studs shall not present any

sharp edges to traffic. The reflecting portion of the studs shall be free from crevices or ledges where

dirt might accumulate. Marker height shall not be less than 10mm and shall not exceed 20 mm. and

it’s width should not exceed 130mm. the base of the marker shall be flat within 1.3mm. if the

bottom of the marker is configured, the outer most faces of the configurations shall not deviate

more than 1.3mm from the flat surface. The marker shall be fitted with two polymer shanks at

appropriate places at either ends and shall be slotted along its length. The Shank Length for Each of

the shanks shall not be less than 20 millimeter.

All road studs shall be legibly marked with name, trade mark or other means of identifications of

the manufacturer.

The reflective marker shall be fixed to the road surface using the adhesives and the procedure

recommended by the manufacturer. No nails should be used to fix the marker so that they do not

pose safety hazard on the roads. Regardless of the type of adhesive used ,the markers shall not fixed

if the pavement is not surface dry and on new asphalt concrete surface until the surface has been

opened to traffic for period of not less than 14 hours. The portions of the Road surface to which

marker is to be bonded by the adhesive shall be free of dirt, curing compound, grease, oil, moisture,

loose or and any other material which would adversely affect the bond of the adhesive.

The adhesive shall be placed uniformly on the Cleaned pavement surface or on the bottom of the

markers in a quantity. sufficient to result in complete coverage of the area of the contact of the

better surface with no voids present at a slight excess after the better surface has been lightly

pressed in place. For epoxy installations, excess adhesive around the edge of the marker, excess

Adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be

immediately removed.

6.3 Warranty and Durability

The contractor shall obtain from the manufacturer a two year warranty for contractor held

performance including stipulated retro reflectance of the reflecting panel and submit the same to

the Engineer in charge. In additional a two year warranty for satisfactory infield performance of the

finished road marker shall also be given by the contractor who carried out the work of fixing of

reflective road markers. In case the markers are displaced. damage get worn out or low their

reflectivity compared to stipulated standards, the contactor would be required to replace all such

marker within 15 days of the intimation from the Engineer at his own cost.

7. Measurement of Payment

The measurement or reflective road markers shall be in number of diff. types of marker supplied

The contract unit rate for reflective road marker shall be payment in full compensation for

furnishing all labor, materials, tools, equipment including incidental costs necessary for carrying out

the work at side conforming to the specifications complete as per approved drawings or as directed

by the Engineer

USAGE CONFORMANCE CERTIFICATE

Details of the Cat-Eye fixing work is carried out using Name of Manufacturer

Sr Type of work with size Qty Remarks

Certified that the Cat-Eye fixing work have been manufactured using Brand Name of

Reflective pavement marker (RPM) (According to ASTM D- 4280) and are covered by

which will be expired on dated.............

Name of Cat -Eye Manufacturer Name of Converter

Authorized Signatory Authorized Signatory

Special Note: Contractor may submit a certificate of being authorized converter of approved

ITEM NO.4 PRIMER

Providing and applying primer before hot applied thermoplastic paints marking on RCC road

surface, which must ensure better adhesion of thermoplastic paint to the surface and also increase

paint durability, including all material, manpower, tools and machineary required for work, with all

required safety standards to work in running traffic conditions, as per standards and as instructed by

engg in charge. Agency has to quote rate on Sq.Mt. work basis.

The contract unit rate for Providing and applying primer before hot applied thermoplastic paints

marking on RCC road surface shall be payment in full compensation for furnishing all labor,

materials, tools, equipment including incidental costs necessary for carrying out the work at side

conforming to the specifications complete as per approved drawings or as directed by the Engineer.

ITEM NO.5 C.R. Base Road Marking Paint

Providing & applying C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road in

two coats on new Work with ready mixed road marking paint conforming to IS:164 and AASHTO

standard M-248-90 on concrete/ bituminous surface,including required additive/ solvent, providing

safety cones,barricades, string, chalks or req. colour for line marking,etc. Cleaning the surface,

removing of all dirt , dust & other foreign matter and clear the site as per engineer incharge.(As per

Over 10 Cm in Width

Up to 10 Cm in Width

The colour, width and layout of road markings shall be in accordance with the Code of Practice for

Road Markings with paints, IRC : 35, and as specified in the drawings or as directed by the Engineer.

Road markings shall conform to. Gr Made I as per IS:

3.00 Workmanship

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

manufacturers or approved dealer and brought to the site in maker's drums, kegs etc. with seal

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

and surface of paint in open or partially open containers covered with a thin layer of turpentine to

prevent formation of skin. The materials which have become stale or flat due to improper and long

storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into

small containers. While applying also the paint shall be continuously stirred in smaller container. No

left over paint shall be put back into stock tins. When not in use, the containers shall be kept

properly closed.

3.1.3 If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer

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

thoroughly removed before painting is started. No painting on exterior or other exposed parts of the

work shall be carried out in wet, damp of otherwise unfavorable weather and all the surfaces shall

be thoroughly dry before painting work is started.

3.1.5. The road marking shall preferably be laid with appropriate road marking machinery/ or by brush as

specified by the Engineer In charge. Laying thickness of road marking paint shall be as specified by

4.00 Mode of Measurement

A) Over 10 Cm in Width –The rate shall be for a unit of one Sq.mt

B) Up to 10 Cm in Width the rate shall be for a unit of running meter.

(1) Contractor shall have to submit the manufacture test certificate of retro reflective sheet

before Starting the work at no Extra cost

(1) Contractor Shall have to Submit the test report of retro reflective sheet from Govt.

approved Laboratory testing of sheeting at no extra cost before producing First R.A bill and then

after on end when asked by AMC. The contractor shall not be paid extra for same.

(2) Contractor shall have to submit the filled form as mentioned below in Soft (Signed &

Scanned) and two hard copies

USAGE CONFORMANCE CERTIFICATE

Details of the Providing & applying C.R. Base Road Marking Painting work is carried out using Name

of Manufacturer

Sr Type of work with size Qty Remarks

Certified that Providing & applying C.R. Base Road Marking Painting work have been

manufactured using Brand Name of (IS:164 and AASHTO standard M-248-90) and are covered by

which will be expired on dated.............

Name of C.R. Base Road Marking Paint Material Manufacturer Name of Converter

Name of C.R. Base Road Marking Paint Product

Authorized Signatory Authorized Signatory

Contractor’s Signature Add.City Engineer

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

FOR BANK GUARANTEE

Seal and Signature of the Bidder Add. City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

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

to mean as reference to the latest edition of the same of force on the date of agreement.

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

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

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

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

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on

the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

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

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

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

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible for

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

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

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for

use of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

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

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

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

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other

special reason (like site is not available), after evaluation of situation the actual date of

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

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

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

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad Municipal Corporation,

A'bad specified up to his first written demand, without demur without delay and without the necessity of a

previous of judicial or administrative procedures and without the necessity to prove to the Bank the

defects or short comings or debits of the contractor any sum within the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effect during the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender) we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consent of the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tenderer or of the

5. The contractors shall have to furnish income tax clearance certificate before his tender is accepted and

intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Applying Thermoplastic paint at different Main road and other different

places at Baherampura ward South Zone

I/We the undersigned have carefully gone through and clearly understood the Tender documents

for the above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.

I/We have visited site & fully acquainted with local situations regarding materials, labours & others

factors pertaining to work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all

in accordance with the specification, designs, drawing and instruction in writing referred to in the said

document and with such materials as are provided for, at the respective rates which I/we have quoted in

the schedule-B or at such other rates as maybe fixed under the provisions of these conditions. In the event

of this tender being accepted I/We agree to enter into an agreement and when required and execute the

contract, according to your fom1 of agreement as or in default where of I/we bind myself/ ourselves to

forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC

from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take

necessary action as deemed fit.

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for the

sum as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer If

I/We fail to commence the work specified. Otherwise the said sum shall be retained, by the Employer as

on account of such. Security) ' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

with Conditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date of

opening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroi duties and other prevailing Government taxes/charges on such items on which the same are leviable

and therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE

sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule

LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt< &tg <tu <ule vtujem ftgoJtnele fu juch

yufx bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu

lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu

ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu

VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj

hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt< &tg <tu <ule vtujem ftgoJtnele fu juch

yufx bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu

lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu

ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu

VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj

hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc

yLþmhJtltk hnuNu. Mt>h ÃþM<eft øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21,

dtk^eldh&e b¤e hnuNu. su Juc mtEx www.ahmedabadcity.gov.in Wvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt

hnuNu. yt ykdultu mkÃËKo Fao <&t Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e

jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu

<ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb

atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo &gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu

<u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk

Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu

J¤<hle btkdKe fhe NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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

jtJJtlt hnuNu. sgtk ftuE atuFJx l &E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk

<&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb NY fhtJJtLþk

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu

òu yum.ytu.yth.btk ytExb l ntug <tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t

<hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu. J^tht le

ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt,

CgMËaf ctuzo, jtj xul , cuhefuxekd xuv, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu

mtaJJtLþk hnuNu. ylu ftuEvK yfMbt< &Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus

ytme.mexe yuLSlegh©ele <ubtk mne juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt,

fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj ntug <tu <uLþk

ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe

BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf< <btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtKÍtul)

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au ylu

ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt œhuf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ J^thtu

ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe œhuf ytExbbtk J^^x &tg fu

ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu CtJ

J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb fhJtle ûtb<t

ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, rœJt¤e, jøl meÍl fu yLg

<nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt

Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk ytJNu.”

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the

works. Progress of work should be in proportion to time limit. The details of reinforcement

of R.C.C. work shall be as per design and instructions of Add. City Engineer and his order

will be considered final.

The contractor shall have to maintain account of steel, cement and other materials

that may be brought by him on site. This account shall be regularly maintained and kept

open for inspection by Municipal Staff. Watering of all the items shall be as per

instructions otherwise no payment shall be made to contractors. Mixing of concrete shall

be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C. works if

required shall have to be made by the contractor.

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

accident. The contractor shall arrange for barricading at night and arrangement of Pagi at

night to direct the traffic. He shall be responsible for any damage to public. If any incident

happen, during the execution of work. In case of dispute for unseen or overlooked items

the decision of the Dy. City Engineer shall be final. The contractor shall have to give site

clean of all rubbish during the work and at the time of completion of work and hand over

the site with final finishing of the work as directed. All the rejected materials shall be

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

cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose

contractor shall have to prepare through of bigger size and mix the mortar in the required

proportion. In on case he shall be allowed to mix the mortar either on floor or any finished

surfaces. The contractor shall have to make his own arrangement for water required for the

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

by the contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis

based on latest SOR or if item is not available in SOR than based on current market rates.

In case of extra item decision of Add. City Engg. shall remain final regarding rate.

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

design of the propose work the contractor shall carry out the same at his quoted rates

without charges any extra and the contractor will have to carry out the works and he will

be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site

and design is entertained.

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

contractors shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work.

Contractor will be fully responsible for compliance of the various provisions under

contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of

opening of the tenders for this work and that the tenderer shall not be allowed to withdraw

on modify the offer on his own during the period. If any tenderer withdraw or makes any

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

Municipal Corporation the Municipal Corporation shall without prejudice to any right or

remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of

order to start the work the penalty of the 0.01% tender Amount per day of delay of start

shall be recovered separately from the immediate bills payable to the contractor.

Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

in form of demand draft.

iv) Condition of Form - B1 only Standard Specification of material & code of practice

will be applicable. Form B1 can be is available in website. Specification shall be as

per ' R & B Dept. - Govt. of Gujarat booklets of Building Works & and Road

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

Other techinical condition will be applicable as per tender condition only.

Contractor's signature & Stamp ADD CITY ENGINEER

Mobile No.:- (South Zone)