Labor work for heavy patch work and making bumps with hot mix material at different places as per the requirement of Road Department in Navrangpura area and Ambawadi area in Navrangpura ward of West Zone. (ARC)

2. Tender Estimated Cost Rs. 998868.2(exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

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

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 12 months

7. Validity Period 120 Days

(i) Last Date of Online Submission

a) In Sealed cover in duplicate copies by Registered

(ii) Mode of Sending Post A.D, or by Courier.or hand delivery

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

(iii) Description essential to be

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 hrs.

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of hours: On date. 01-05-2026 & 12:00 hrs West Zone, 2nd Floor,

10. 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)

11. Penalty Due to Delay of work Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

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.

Time permitted to start parts of

13. Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Failure of comply to start the works in 48 hours of intimation

as above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

14. ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

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

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bntldh muJtmœl - vrùbÍtul

y.Bgw.ftu. Ítul Ítulj ytuVem,

ztuo.hbKCtE vxuj CJl, WMbtlÃþht ath hM<t vtmu, ybœtJtœ. vrùb Ítul xuLzh ltuxem

lk-09/2025-26 btk ytJhe juJtguj ftbtule ÂJd<

1. Wvhtuf< xuLzhtu su btLg hSMx[uNl ^htJ<t ftuLx[t¾xh©eytuyu ztWljtuz fhe ChJt.

2. yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg< mbgbtk

btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, xuLzh ftuve <&t yLg vwhtJt mt&u

yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu. su ftuLx[tfxh©eytuyu

hSMx[uNl heLgw fhtJuj l ntug.

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5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

7. xuLzh mt&u BþfJtbtk ytJ< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t

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8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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ftuLx[t¾xhu vtu<&t ze.ze. xuLzh R~gw &gt <theF ct>lt s ytvJt.

10. Nh<e xuLzh hœ ct<j dKtNu.

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mbglu ftble BþÆ<btk bkswhe ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ œhuf

12. xuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrl.rmvj frb§h©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju r>Jmu rlg< JucmtEx y&Jt fauheyu sYhe <vtm

fhelu s xuLzh btufjÔþk.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mw^ele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf,

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vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

15. mœh xuLzhbtk " GST rlgb Bþsc jtøþ vzNu. " <u Bþsc dKºte fhe xuLzh ChJtlt hnuNu.

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

As per Government of Gujarat G.R.No.- EMD/10/2021/7729/DMO Dt.28/06/2021 & Circular of

Finance Department, AMC No.41, Date: 08/02/2022, approved Banks are...

(A) Guarantee issued by following banks will be accepted as SD/EMD on permanent basis. All

nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to

March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of

Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, Bþsc <btb

«fthle fLMx[¾Nlle yu¾xeJexebtk BþÏg ftuLx[t¾xh, mc ftuLx[t¾xhlt su bswhtu ftbdehe fh<t

ntug <u <btb bswhtuLþk øþsht< rcÕz´d yuLz y^h fLMx[¾Nl Jfombtk hSMxuNl fhtJÔþ

AHMEDABAD MUNICIPAL CORPORATION

WEST ZONE ENGINEERING DEPARTMENT

Name of Work :- vrµb Ítullt lJhkdvwht Jtuzobtk lJhkdvwht rJM<thbtk <&t ytkctJtze rJM<thbt swœe swœe søgtyu htuz Ft<tle ftbdehe btxu

sYhegt< bwsc swœe swœe søgtytuyu ntuxbeût bxehegj&e nuJe vua Jfo fhJtlt <&t ckBv cltJJtlt juch ftb ctc<.

Sr. Rate Amount

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

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

1 100 directed upto 200 Mt.lead 127.13 Cmt

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 the work site is not

50 f) Lead From 5 Km to 10 Km. 78.54 Cmt

100 g) Lead From 10 Km to 15 Km. 104.65 Cmt

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

3 achieve the desired density as per Codal Provision. 1739.38

180 Production & Supply of WMM 1708.13 Cmt

180 Laying of WMM 31.25 Cmt

Hiring of Tractor with trolley considering 8 Hrs. As

4 20 working Day hours inclu. Driver 2104.09 Day

Supplying, labour for excavation of all types of soil at any

depth including excavation of asphalt pavement of any

thickness, demolition of brick work in CM of any

proportion including stacking of serviceable materials and

5 disposal of unserviceable material etc. comp. as directed.

Mazdoor at day /night (As per min.wages circular of

a 50 GOG) 363.3 No.

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. In Charge, rate includes all nece. Shifting, fuel

and operating charges and stacking of useful & non-

6 25 useful materials separately up to store. 600 Hour

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

7 850 roads etc. complete. 449.68 MT

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

8 5000 heating at site of SS1 bitumen emulsion shall be permitted. 40.24 Smt

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”)

invites sealed Tender document from reputed and qualified bidders for the construction of

Works detailed in the Table below:-

Sr.No Name of Works Approximate Bid Security Completio n

value of works (Rs.) Period

1 Labour Work for Heavy Patch 9,98,868=20 10,000/- 12 Month

Work na Making Bump in

Navarangpura Area and

Diff.Places In Navarangpura

Ward of West Zone. (ARC)

2. T e n d e r (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid at

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. tender fee as mentioned in clause 2 above

shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as

specified in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager " West Zone, Zonal Office", Dr.Ramanbhai

Patel Bhavan Ushmanpura,Ahmedabad. Not later than 12:00 hrs on Dt.01 /05 /2026.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labour act.

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

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals

shall only apply. Contractor can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

done after time limit, maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate

bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

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

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements 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. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route

and not necessarily the route actually taken. The decision of the Engineer-in-charge in this

regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of

work is in the form of a designation containing the number of the specification of the

material and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not

absolve the contractor from the responsibility of replacing defective material brought on site

or materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be stone at site of work in a systematic manner. Materials shall be stored in

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed

from the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

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

for checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion

of the structure.

29. All necessary safety measures and precaution (including those laid down in the various

relevant Indian Standards) shall be taken to ensure the safety of men, materials and

machinery on the works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar

days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnish to the Corporation Security Deposit of 5% (Five Percent) of the contract price cheque or

Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month period after the order to start the works. Progress of work

should be in proportion to time limit.

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

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall

be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

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

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

Debris shall have to cart daily from site.

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

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

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

his own arrangement for water required for the work.

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

and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if

item is not available in SOR than based on current market rates. In case of extra item decision of

Add. City Engg. shall remain final regarding rate.

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

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No

claim for extra rate for subsequent changes in site and design is entertained.

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

have to prepare the measures boxes according to this measure.

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

be fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to under.

The tender for the work shall remain open for a period (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 the work is not carried out within the specified time limit. from the date of order to start the work

the penalty of Rs.- (As per Form - B1) per day of delay shall be recovered from the immediate bills

payable to the contractor. Contractor has to make his own arrangement for procurement of steel and

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form

of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar. CONTRACTOR'S SIGNATURE

ADDL.CITY ENGINEER & STAMP ( West Zone) Mobile No.:-

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

Labour Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide

lines and as per the guide lines. If child labour is employed on the site work, the contractor

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

welfare fund. If the employer refuses to deposit then action will be taken for contempt of

Supreme Court Judgement and also will be prosecuted by concerned authority. Because of

the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as

per its Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently

decided that the actual testing charge is taken and the remaining amount is refundable at the

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

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

acordingly,and has to follow other 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.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

NAVRANGPURA WARD

TECHNICAL SPECIFICATION

Name of Work ;- vrµb Ítullt lJhkdvwht Jtuzobtk lJhkdvwht rJM<thbtk <&t ytkctJtze rJM<thbt swœe swœe søgtyu htuz Ft<tle

ftbdehe btxu sYhegt< bwsc swœe swœe søgtytuyu ntuxbeût bxehegj&e nuJe vua Jfo fhJtlt <&t ckBv cltJJtlt

juch ftb ctc<. (ARC)

General Technical Specification Section

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

Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed

upto 200 Mt.lead.

Any soil which generally yields to the application of pickaxes and shovels, spades,

rakes or any such ordinary excavating implement or organic soil, gravel, silt, sand turf

loam, clay, peat etc. falls under this category. For materials and workmanship for

earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be

To protect persons from injury and to avoid damage to property, adequate

barricades, construction signs, red lanterns and guards as required shall be placed and

maintained during the progress of the construction work and until it is safe for the traffic

to use the roadways. The relevant Indian standards and the rules and regulations of

local authorities in regards to safety provisions shall be observed.

The depth of the excavation shall be as required. The site shall be cleared and all

obstructions, loose stones, materials and rubbish of all kind, bush; wood and all type

trees shall be removed, as directed. The materials so obtained shall be the property of

AMC and shall be conveyed and stacked as directed, within 50-m. lead. The roots of the

trees coming in the sides of the trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest

Authority / Municipal Commissioner, before cutting shall be cut after obtaining such

permission from them. The rate of site clearance is deemed to be included in the rate of

The excavation shall be carried out in true line and level and having width and

depth, as shown in the drawings or as directed. The Contractor shall do the necessary

shoring and strutting or shall provide necessary slopes to a safe angle or steps, as

required or directed, at his own cost. No extra payment shall be made for such

precautionary measures, taken. The bottom of the excavated area shall be leveled both

longitudinally and transversely, as directed, by removing excess soil and watering, as

required. No earth filling will be allowed for bringing it to level, if by mistake or any

other reason, excavation is made deeper or wider than shown on the drawings or as

directed. The extra depth or width shall be made up with sand filling, as specified for the

bottom level of the subsequent finishing at the cost of the Contractor or as directed by

Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision

of supporting all utility services, lighting the excavated areas, separating and stacking

serviceable materials nearly, shoring, timbering, strutting, bailing out water either sub-

soil or rainwater, including pumping at any stage of the work. all Excavation work must

executed with manual labour only.

4.2. Precautions :

The blasting operation shall remain in charge of competent and experienced supervisor

and workman who are thoroughly acquainted with the details of handling explosives and

blasting operations. The blasting shall be carried out during fixed hours of the day,

preferably during the mid-day-lunch hours or at the close of the work as ordered in

writing by the Engineer-in-charge. The hours of blasting shall be notified in advance to

the people in the vicinity. All the charges shall be prepared by the man in charge only.

Red danger flags shall be displayed prominently in all directions during the blasting

People except this who actually light the fuse shall be prohibited from entering into this

area. The flag shall be stationed as 200 m. from the firing site in all directions and all

persons including workmen shall be excluded from the flagged area at least 10 minutes

before the firing warning whistle being sounded for this purpose.

During excavation in rock by blasting, the lowest 15 cm. of the stratas shall be blasted

with light charges so as not to shatter or weaken the underlying rock on which the

foundation will be actually laid. If excavation in rock is done to larger width and lengths

than those shown on the drawings or as directed, no payment shall be made for such

over break. If excavation is done to depth grater than shown on the drawings or

directed, excess depth shall be made up with foundation grade concrete as directed at

the contractor’s cost.

The charged hole shall be drilled to the required depth and in suitable places when

blasting Is done with powder, the fuse cut to the required length shall be inserted in the

holes and the powder dropped in. The powder shall be gently tamped with copper rod

with rounded ends. The explosive powder shall then be covered with trapping materials

which shall be tamped lightly but firmly. When blasting is done with dynamite and other

high explosive dynamite cartridges shall be prepared by inserting the square cut ends of

fuse into the detonator, and finished with dippers at the open ends. The detonator

should be gently pushed into the premier leaving one third of the copper exposed

outside. The primer shall be housed into the explosive. Bore holes shall be of such size

that the cartridges can be easily passed down. The primer shall be cleared of all debris

and explosive inserted. The space for about 20 cms. above the charge shall then be

gently filled with dry clay pressed home and rest of the tamping is firmed with any

convenient materials gently packed with a wooden cover.

At a time, not more than 20 such charges shall be prepared and fired. The man in

charge shall blow a whistle in a recognised manner for cautioning the people. All the

people shall then be required to move to safe distances. The charges shall be lighted by

the man in charge only. The man-in-charge shall count the number of explosions. He

shall satisfy himself that the charges have been exploded before allowing the workman

to go to the work site.

The contractor shall be fully responsible to strictly follow the prevailing rules and

procedures regarding blasting procedures.

In case of a misfire the following procedure shall be observed :

Sufficient time shall be allowed to account for the delayed blast. The man in charge shall

inspect all the charges and determine the missed charge.

If it is the blasting powder charge, it shall be completely flooded with water. A new hole

shall be drilled at about 45 cm. from the old and fired. This should blast the old charge.

Should it not blast the old charge. Should it not blast the old charge, the procedure shall

be repeated till the old charge is blasted.

In case of charge of gelatin, dynamite etc. the man in charge shall gently remove the

tamping and the primer with detonator. A fresh detonator and primer shall then be used

to blast the charge. Alternatively the hole may then be drilled 15 cm. away and parallel

to it. This hole shall then be charged fired when the misfired hole should explode at the

same time. The man in charge shall report to the office at once all cases of misfire, the

cause of the same and what steps were taken in connection therewith.

If a misfire has been found to be due to defective detonator or dynamite, the whole

quantity in the box from which defective article was taken must be sent to the authority

as directed for inspection to ascertain whether all the remaining materials in the box are

also defective or not.

4.3. Accidents :

The contractor shall be solely responsible for any accident during the entire procedure of

handling explosive and blasting and shall pay necessary compensation to persons

affected or damage t lands or properly etc., due to the blasting without extra claims on

the department.

A careful and day-to day account of explosives shall be maintained by the contractor in

an approved manner and shall be open to inspection of the Engineer-in-charge at all

times. Surprise visit may also be paid by the Engineer-in-charge to the storage and in

case of any unaccountable shortage or unsatisfactory accounting, the contractor shall be

liable to be penalised by forfeiture of part or whole of his Security Deposit or by

cancellation of tender in which case be shall not be entitled for any compensation.

4.5. Disposal of Excavated materials :

No materials excavated from foundation trenches of whatever kind they may be, are to

be placed even temporarily nearer than1.5m. of distance prescribed by the Engineer

from the outer edges of excavation. All materials excavated shall remain the property of

Government. Rate for excavation includes sorting out of useful materials and stacking

them separately as directed within the specified lead. Materials suitable and useful for

back filling or other use shall be stacked in convenient places but not in such a way as to

obstruct free movement of men, animals and vehicles or encroach upon the area

required for constructional purpose. The site shall be left clean of all debris on

Disposal of excavated materials is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off

within a lead of 50 meters as directed. useful materials obtained from clearing site and

excavation shall be stacked within a lead of 50 M. beyond the building area as directed.

Materials suitable for back filling shall be stacked at convenient places within a lead of

50 M. from the structure for reuse. Useful stones from rock excavation shall be stacked

neatly 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

If surplus materials are required to be conveyed beyond 50 M. conveyance will be paid

for under a separate item.

4.6. Mode of measurement and payment :

The work shall be measured for the work limited to the dimensions shown on drawings

or directed, Excavation to dimensions in excess of the above will not be measured or

paid for and if so ordered by the Engineer the contractor shall have to fill up the excess

depth with cement concrete specified for foundation without extra payment.

Driving of sounding bards, drill holes to explore the nature of substratum upto a total

length of meter distributed in 2 or 3 places in each foundation if necessary, will be

considered incidental work and eill not be paid for separately.

Removal of slips and blows in the foundation trenches will not be measured or paid for.

If it is necessary in the opinion of the Engineer-in-charge to carry foundation below the

levels shown on the plants the excavation for the first 1.5 M. of additional depth will be

included in the quantity for the particular classification and will be paid for as extra work

at rate to be decided under the general conditions of contract unless the contractor

unless the contractor is willing to accept payment as tendered rates.

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

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

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

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

All the surplus earth etc. shall be carried away immediately from the site of work

to a place within 5km.distance or as directed and ordered by the Engineer, so as not

to cause any inconvenience to the public traffic finding which in view of public safety

and traffic convenience. The corporation shall carry out the work byany other

agency at the contractor’s risk and cost. If the instructions are not completed within

days from the date of order to cart the surplus materials and clear the site, the

said work shall be carried out by the Municipal Corporation at the risk and cost of

the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be

done and the same shall be carried out by the contractor without asking any extra

rate. The contractor shall have to cart the surplus earth after the trenches we will

watered and refilled with the sand. The rate of carting including carting of brickbats,

metal, rubble vegetable and garbage, if necessary to clear the road surface.

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 as per Codal Provision.

Production & Supply 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

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm.

When vibrating or other approved types of compacting equipment are used, the

compacted depth of a single layer of the sub-base course may be upto 200 mm with the

approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical

requirements set forth in Table 19-1.

Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test

shall be carried out on the material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for

Sub-base/Base Courses

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value IS:2386 (Part-4) or

IS:5640 30 percent (Max.)

2. Combined Flakiness and Elongation indices (To IS:2386(Part-1) 35 percent (Max.)*

* To determine this combined proportion, the flaky stone from a representative sample

should first be separated out. Flakiness index is weight of flaky stone metal divided by

weight of stone sample. Only the elongated particles be separated out from the remaining

(non-flaky) stone metal. Elongation index is weight of elongated particles divided by total

non-flaky particles. The values of flakiness index and elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading

given in Table 19-2.

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall

not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations:- Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be

prepared to the specified grade and camber and cleaned of dust, dirt and other extraneous

material. Any ruts or soft yielding places shall be corrected in an approved manner and rolled

until firm surface is obtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area

including depressions and potholes shall be repaired and made good with the suitable

material. The existing surface shall be scarified and re-shaped to the required grade and

camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity

having provision for controlled addition of water and forced/positive mixing arrangement like

pugmill or pan type mixer of concrete batching plant. For small quantity of wet mix work, the

Engineer may permit the mixing to be done in concrete mixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more

than agreed limit. The mixed material should be uniformly wet and no segregation should be

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the

prepared subgrade/sub-base/base in required quantities. In no case should these be dumped in

heaps directly on the area where these are to be laid nor shall their hauling over a partly

completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of

Engineer-in-Charge and/or his authorized representative. For portions where mechanical

means cannot be used, manual means as approved by the Engineer shall be used. The motor

grader shall be capable of spreading the material uniformly all over the surface. Its blade shall

have hydraulic control suitable for initial adjustments and maintaining the same so as to

achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to

the layer as it is spread without rutting or otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that

the finished surface is free from surface 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

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

shall be uniformly compacted, to the full depth with suitable roller. If the thickness of single

compacted layer does not exceed 100 mm, smooth wheel roller of 80 to

100 kN weight may be used. For a compacted single layer upto 200 mm, the compaction shall

be done with the help of vibratory roller of minimum static weight of 80 to 100 kN or

equivalent capacity roller. The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the

lower edge and progress gradually towards the upper edge. Thereafter, roller should progress

parallel to the centre line of the road, uniformly over-lapping each preceding track by at least

one third width until the entire surface has been rolled. Alternate trips of the roller shall be

terminated in stops at least 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and

backward until the edges have been firmly compacted. The roller shall then progress

gradually towards the centre parallel to the centre line of the road uniformly overlapping each

of the preceding track by at least one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any

other cause shall be corrected at once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be

thoroughly compacted with mechanical tampers or a plate compactor. Skin patching of an area

without scarifying the surface to permit proper bonding of the added material shall not be

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-

like motion in the sub-base/base course or subgrade. If irregularities develop during rolling

which exceed 12 mm when tested with a 3 metre straight edge, the surface should be loosened

and premixed material added or removed as required before rolling again so as to achieve a

uniform surface conforming to the desired grade and crossfall. In no case should the use of

unmixed material be permitted to make up the depressions. Rolling shall be continued till the

density achieved is at least 98 per cent of the maximum dry density for the material as

determined by the method outlined in IS : 2720 (Part-8).

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

movement under compaction equipment or any compaction planes, ridges, cracks and loose

material. All loose, segregated or otherwise defective areas shall be made good to the full

thickness of the layer and recompacted.

Setting and drying:

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

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

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

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Test Frequency IS Code

Constr (As per Circular No. 66)

Wet Gradation One test per 200 Cu.m. IS:2386, Part-I-

Macada Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

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

Elongation Indices

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

portion ofaggregates

425 micron sieve

Density of compacted One set of three tests per IS:2720, Part-VIII

layer 1000 sq.m

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible

tolerances or where the course is otherwise defective due to subgrade soil getting mixed with

the aggregates, the full thickness of the layer shall be scarified over the affected area,

reshaped with added premixed material or removed and replaced with fresh premixed material

as applicable and recompacted. The area treated in the aforesaid manner shall not be less than

5 m long and 2 m wide. In no case shall depressions be filled up with unmixed and ungraded

material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The

Contractor shall take all necessary measures for the safety of traffic during construction and

provide, erect and maintain such barricades, including signs, marking, flags, lights and

flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

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

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

The rate shall be for a unit of one Day.

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion

including stacking of serviceable materials and disposal of unserviceable material etc. comp. as

a) Mazdoor at day /night (As per min.wages circular of GOG)

The rate shall be for a unit of one No.

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. In

Charge, rate includes all nece. Shifting, fuel and operating charges and stacking of useful

& non-useful materials separately up to store.

The rate shall be for a unit of one Hours.

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.

Preparation of Base

The base on which Dense Bituminous Macadam is to be laid shall be prepared, shaped and conditioned to

the specified lines, grades and cross sections as directed by the Engineer. The surface shall be thoroughly

swept clean free from dust and foreign matter using mechanical broom and dust removed or blown off by

compressed air. In portions where mechanical means cannot reach, other approved method shall be used. A

priming coat where needed, shall be applied as directed by the Engineer.

Where the material on which the dense bituminous macadam is to be laid is other than a bitumen bound

layer, a prime coat shall be applied, as specified in the tender specification or as directed by the Engineer.

Where the material on which the dense bituminous macadam is to be laid is either bitumen bound layer or

primed granular layer, tack coat shall be applied, as specified in the tender specification or as directed by the

The mix transported from the hot mix plant to the site shall be spread by means of a self-propelled paver with

suitable screeds capable of spreading, tamping and finishing the mix to specified grade, lines and cross-

section. The paver finisher shall have the following essential features:

(a) Loading hoppers and suitable distributing mechanism.

(b) All drives having hydrostatic drive/control.

(c) The machine shall have a hydraulically extendable screed for appropriate width requirement.

(d) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread

without rutting of otherwise marring the surface. It shall have adjustable amplitude and variable frequency.

(e) The paver shall be equipment with necessary control mechanism so as to ensure that the finished surface

is free from surface blemishes.

(f) The paver shall be fitted with an electronic sensing device for automatic levelling and profile control within

the specified tolerances.

(g) The screed shall have the internal heating arrangement.

(h) The paver shall be capable of laying either 2.5 to 4.0 m width or 4.0 to 7.0 m width as stipulated in the

(i) The paver shall be so designed as to eliminate skidding/slippage of the tyres during operation. However, in

restricted locations and in narrow widths where the available equipment cannot be operated in the opinion

of the Engineer, he may permit manual laying of the mix. Similarly for smaller jobs, mechanical paver may be

used with the approval of the Engineer. The temperature of mix at the time of laying shall be more than 120 °

C. Mixes with a temperature of less than 120° C shall not be put into paver spreader. Longitudinal joints and

edges shall be constructed true to the delineating lines parallel to the centre line of the road. Longitudinal and

transverse joints shall be offset by at least 250 mm from those in the lower courses and the joint on the top

most layer shall not be allowed to fall within the wheel path. All transverse joints shall be cut vertically to the

full thickness of the previously laid mix with asphalt cutter and the surface painted with hot bitumen before

placing fresh material. Longitudinal joints shall be preferably hot joints. Cold longitudinal joints shall be

properly heated with joint heater to attain a suitable temperature of about 80 ° C laying of adjacent material.

After spreading the mix by paver, it shall be thoroughly compacted by rolling with a set of rollers moving at a

speed not more than 5 km/h, immediately following close to the paver. Generally the initial or breakdown

rolling shall be done with 80-100 kN static weight smoothwheeled roller. The intermediate rolling shall be

done with 80-100 kN static weight vibratory roller or with a pneumatic tyred roller of 150-250 kN weight having

a tyre pressure of at least 0.7 MPa. The finish rolling shall be done with 60-80 kN weight smooth wheeled

tandem roller. All the compaction operations, i.e., breakdown rolling and intermediate rolling can be

accomplished by using vibratory tandem roller of 80-100 kN static weight. During initial breakdown rolling and

finish rolling, no vibratory compaction shall be resorted to. The exact pattern of rolling shall be established

after trial compaction as approved by the Engineer. 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. The rollers shall not be permitted to stand on pavement which has not been fully compacted and where

temperature is still more than 70° C. Necessary precautions shall be taken to prevent dropping of oil, grease,

petrol or other foreign matter on the pavement either when the rollers are operating or standing. The wheels

of roller shall be kept moist to prevent the mix from adhering to them. But in no case shall fuel/lubricating oil

be used for this purpose nor excessive water poured on the wheels. Rolling shall commence longitudinally

from edges and proceed towards the centre, except that on superelevated and unidirectional cambered

portions, it shall progress from the lower to upper edge parallel to the centre line of the pavement. The roller

shall proceed on the fresh material with rear or fixed wheel leading so as to minimise the pushing of the mix

and each pass of the roller shall overlap the preceding one by half the width of the rear wheel. Rolling shall be

continued till the proper density is achieved and all roller marks are eliminated. Skin patching of an area that

has been rolled will not be permitted. Rolling operations shall be completed in all respects before the

temperature of the mix falls below 100° C.

Opening to Traffic

It shall be ensured that the traffic is not allowed on the surface until the dense bituminous layer has cooled to

the ambient temperature. Surface Finish and Quality Control of Work

Surface evenness:

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

Measurements for Payment

Dense Graded Bituminous Materials shall be measured as finished work in metric tonnes as indicated in the

Contract documents, or as otherwise directed by the Engineer. The rate shall be for a unit of one MT. Rate

The contract unit rate for Dense Graded Bituminous Macadam shall be payment in full for carrying out all the

required operations as specified and shall include, to all components listed in Clause 501.8.8.2 of MoRTH 5 th

Revision. The rate shall include the provision of bitumen, at 4 percent and 4.5 percent by weight of the total

mixture for grading 1 and grading 2 respectively. The variation in actual percentage of bitumen used shall be

assessed and the payment adjusted plus or minus accordingly. In addition to above, the contract unit rate of

bituminous work shall also includes:

1. Finding of buried man hole during resurfacing activity if any

2. Cleaning of bitumen from all catch pits.

3. Submition of colored photographs of cleaned catch pits

4. Removal of all debris from site.

Note:- All aggregates used in the Hotmix material should be confirmed to the relevant standards and it should

be procured from the approved source/region specifically from the Sevaliya/Timba/Ankodiya area only. After

completion of Bituminous concrete work, 90% amount of Bituminous concrete work will be released.

Remaining 10% amount will be released after satisfactorily completion of raising of all Machine holes &

atchpits of individual road included in the scope of work or tender.

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.

This work shall consist of the application of a single coat of low viscosity liquid bituminous material to

a porous granular/ stabilized surface preparatory to the superimposition of bituminous treatment or mix.

The primer shall be cationic bitumen emulsion SS1 grade conforming ASTM as per latest Codal

provision. Quantity of SS1 grade conforming ASTM as per latest Codal provision bitumen emulsion for

various types of granular surface shall be as per given Table.

The correct quantity of primer shall be decided by the Engineer and shall be such that it can be

absorbed by the surface without causing run-off of excessive primer and to achieve desired penetration of

Weather and Seasonal Limitations

Primer shall not be applied during a dust storm or when the weather is foggy, rainy or windy Surfaces

which are to receiveemulsion primer should be damp, but no free or standing water shall be present. Surface

can be just wet by very lightsprinkling of water.

The primer shall be applied by a self-propelled or towed bitumen pressure sprayer equipped for

spraying the material uniformly at specified rates and temperatures. Hand spraying shall not be allowed

except in small areas, inaccessible to the distributor, or in narrow strips where primer shall be sprayed with a

pressure hand sprayer, or as directed by the Engineer.

Preparation of Road Surface

The granular surface to be primed shall be swept clean by power brooms or mechanical sweepers

and made free from dust. All loose material and other foreign material shall be removed completely. If

soil/murrum binder has been used in the WBM surface, part of this should be brushed and removed to a

depth of about 2 mm so as to achieve good penetration.

Application of Bituminous Primer

After preparation of the road surface, the primer shall be sprayed uniformly at the specified rate. The

method for application of the primer will depend on the type of equipment to be used, size of nozzles,

pressure at the spray bar and speed of forward movement. No heating or dilution of SS1 bitumen emulsion

and shall be permitted at site.

Curing of Primer and Opening to Traffic

A primed surface shall be allowed to cure for at least 24 hours or such other higher period as is found

to be necessary to allow all the moisture/volatiles to evaporate before any subsequent surface treatment or

mix is laid. Any unabsorbed primer shall first be blotted with a light application of sand, using the minimum

quantity possible. A primed surface shall not be opened to traffic other than that necessary to lay the next

Quality Control of Work

Control on the quality of materials and works shall be exercised by the Engineer as per Table 18-1.

Table 18-1 : Test and Frequency for Primer Coat Type of Construction Test Frequency Prime Coat Quality of Binder

MTC should be provided. Binder Temperature for application Three test per day Rate of spread of binder

Three test per day

Arrangements 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.

Measurement for Payment

Prime coat shall be measured in terms of surface area of application in Smt.

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

Amdavad Municipal Corporation

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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 rœJm hnuNu.

4. xuLzh MJefthÔþk, hesu¾x fhÔþk, ftulu ytvÔþk ylu fgt CtJ&e ytvÔþk, <u ykdu zu. BGþrl. frb.©e ltu

rlKog ytFhe hnuN.u

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 Vhegtœbtk sJtcœth hnuNu ylu BGþrl. ftuvtuohuNlltu ftuEvK

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

8. yt xuLzh su <u Jdolt btLg gtœelt ftuLx[t¾xhtu Che NfNu. dJbuoLxlt btLg ftuLx[t¾xhu y.BGþ.ftuvtuo.

btk btLg ftuLx[t¾xhle gtœebtk 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 ftgœtfeg jexeduNl yb>tJtœ 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 hœ fhJtbtk ytJu <tu ftuLx[t¾xh <u ykdu ftuEvK «fthltu n¬tu 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 ftgœt 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

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)