hotmix material Laying for patchwork at Ring road to Ghodasar area and different road in vatva ward,South Zone ahmedabad.(ARC tender)

Name of Work :- hotmix material Laying for patchwork at Ring road to Ghodasar area and different road in vatva ward,South

Zone ahmedabad.(ARC tender)

Qty Item Rate Per Amount

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.(R&B

SOR 2021-22 ITEM CODE 26008 Item no.as per NBO )

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 &

2 levelling etc complete. Internal conveyance above 50 mt done within -

the work site is not payable. (R&B 2021-22 Statement No.5 Page no.5

& RA Approved St.Com.Res No.189,Dt.19/05/2022)

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

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

3 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 MoRTH clause

(A)Supplying of WMM

(B)Laying of WMM

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

4 1900.00 on BC after rolling, rate also includes re-carting of Hotmix MT

material from place of Work / AMC store to Location of laying

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

(AMC approved rate)

Re-carting of Hotmix material from place of Work / AMC store to

Location of laying havind narrow width like chawls, poles, gamtal

roads using JCB for loading to transorting by tractor trolly including 90.00

fuel, driver etc complete as directed. (AMC Zonal Approved Rate)

Providing and spreading tack coat using Bitumen VG10/30 on road

surface before laying hotmix material including heating the bitumen

6 1900.00 and labour charges for applying bitumen on road surface at the rate MT

2.5 kg/ 10 smt. with carting on site etc. comp as directed by engg. in 123.20

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

Repairing damaged M.H. and rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry in C.M.

7 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet

cover, removing the debris from MH and carting the same as -

directed. (Based on Drainage SOR 2009-10)

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

Providing & Supplying JCB Machine on rental basis in case of

emergency situation and break down type work &also during

unavoidable condition as per instruction of engg.incharge,rate

includes all nece. shifting,fuel and operating charges and stacking of

8 77.00 useful & non-useful materials separately up to store. (No payment Hour

should be allowed for non working condition of machinery and for

pipe line excavation and laying work) ( Based on Previously approved

rate by C E sir )

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.

1 Name of work hotmix material Laying for patchwork at Ring road to Ghodasar area

and different road in vatva ward,South Zone ahmedabad.(ARC tender)

2 Time Limit 12 Months

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

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC

orequivalent registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs. 12,00,000/-

6 Earnest Money Deposit Rs.12000/- Demand Draft Or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

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

Draft in favour of Municipal Commissioner, Ahmedabad to be

submitted as prescribed in tender.

8 Tender fees Rs.900.00 Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

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

Maninagar Ahmedabad.

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

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

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

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

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (

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

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

Specification applicable.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at

this own exppence any defect which may developed or may be

noticed before the period mentioned here under from the certified

date of complition, The within 15 days of recipts of the notice. In

the case of failure on the part of the contractor, the Engineer

incharge may rectfy or remove or reexecute the work at the risk &

cost of the contractore. The Engineer incharge shall be entitled to

appropriate the whole or any part of the amount of security deposit

towards theexpences, 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. 50,000 (amount put to

tender), the period shall be three months from the cirtified date of

complition. (b) for all workscosting more than Rs. 50,000 and upto

Rs. 1 crore (Amount put to tender) ,the period shall be six (6)

month from the cirtified date of compition or one monsoon , which

ever letter.(c) the major project costing more than Rs. 1 crore , the

period shall be 12 months from the cirtified date of complition

which should include one monsoon.(d) For building works , the

period specified in (a) ,(b) & (c) above or elapse of monsoon

period following cirtifide date of complition.,whichever is letter .

For the purpose of deciding the monsoon period, the 30 september

may be treated as the last date.

16 Compansation for Delay 10 % of the balance work after Time limit expired as Peta

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

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

Bill Final Bill.

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

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

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

Tender Document.

19 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

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

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

paid separately.

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any

or all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl City Engineer

લ ુ બ ESIC/EPFO નોધણી કરાવવાની રહશે.

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

btuctEj lkch mt&u (œrûtK Ítul)

Bank guarantee shall be submitted as per AMC Finance Department Circular No.03 dated 28-04-

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent

 All nationalized Banks

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

to March- 31, 2024. 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 :-

1. A U Small Finance Bank 2. Axis Bank

3. City Union Bank 4. DBS Bank India Limited

5. DCB Bank 6. Equitas Small Finance Bank

7. Federal Bank 8. HDFC Bank

9. ICICI Bank 10. IndusInd Bank

11. Kotak Mahindra Bank 12. Standard Chartered Bank

13. Tamilnadu Mercantile Bank 14. Bandhan Bank

15. BNP Paribas 16. CSB Bank

17. HSBC Bank 18. Karnataka Bank

19. Karur Vysya Bank 20. South Indian Bank

21. Utkarsh Small Finance Bank

2) Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10. The Surat Peoples Co-operative Bank

11. SVC Co-operative Bank LTD.

Special Note: The issuing branch of all bank guarantees shall of Ahmedabad City only.

Seal and Signature of the Bidder Addl 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

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

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

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 10 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 10 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

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 Corporation.

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

MunicipalCorporation, A'bad specified up to his first written demand, without demur without delay

andwithout the necessity of a previous of judicial or administrative procedures and without

thenecessity to prove to the Bank the defects or short comings or debits of the contractor any

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

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 consentof

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 Tendereror

Date: Signature & Seal of

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

isaccepted 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: - hotmix material Laying for patchwork at Ring road to Ghodasar area and different

road in vatva ward,South Zone ahmedabad.(ARC tender)

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

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

factorspertaining 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

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

theschedule-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 andexecute the contract,

according to your fom1 of agreement as or in default where of I/we bindmyself/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

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

takenecessary action as deemed fit.

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

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

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

onaccount 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

withConditions 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

ofopening of the tender.

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

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

btuctEj lkch mt&u (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

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

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 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 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'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

TECHNICAL SPECIFICATION

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

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

ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under

Clearing the site :

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

materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so

obtained shall be property of the Government and be conveyed and stacked as directed. within

M. lead. The roots of the trees coming in the sides shall be cut and coated with a hot asphalt.

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

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

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

marks and shall maintain them as long as required and directed.

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

depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and

shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such

precautionary measures shall be paid separately if not specified. The bottom of the excavated area

shall be 1 evened both longitudinally and transversely. as directed by removing and watering as

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

excavation is made. deeper or wider that shown on the plan or directed. The extra depth or width shall

be made up with concrete of same proportion as specified for the foundation concrete at the cost of

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

Disposal of the excavated stud :

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

ground in layer including ramming and watering etc. The balance of the excavated quantity shall be

removed by the contractor from the site of work to a place as directed with lead upto 200 M. and all

Mode of measurement and payment :

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

trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall

be made for surplus excavation made in excess of above requirements or due to slopping and sloping

back as found necessary on account of conditions of soil , and requirements of safety.

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

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

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

• (a)Lead Upto 1 Km.

• (b)Lead From 1 Km to 2 Km.

• (c)Lead From 2 Km to 3 Km

• (d)Lead From 3 Km to 4 Km

• (e)Lead From 4 Km to 5 Km

• (f)Lead From 5 Km to 10 Km

• (g)Lead From 10 Km to 15 Km

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of

200 meters or as per instruction given by Engineer in charge. Useful materials obtained from clearing

site and excavation shall be stacked and used within the work site. Internal conveyance above 200 mt

within the work site i.e. From starting chainage to End chainage of a given road WILL NOT BE

PAYABLE. Materials suitable for construction of Embankment, earthen shoulder and subgrade shall

be stacked at convenient places within a work site for reuse. No extra payment will be paid to the

contractor for stacking of earth within the work site and reused for the construction of Embankment

layer, sub grade and earthen shoulder purpose. Only surplus earth shall be disposed off outside the

work site as per instruction given by Engineer-In-charge. Useful stones from rock excavation shall

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

at rates laid down in the contract or if not so aid down, at schedule of rates of the Division or at a

mutually agreed rates if there are no such rates in the Schedule of rates.

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

particular stretch of given road will be paid in this item as per instruction of Engineer in charge. No

bulkage of disposed earth will be considered for the payment.

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

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

specification including premixing the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density etc complete.

Production & Supply of WMM to site of works

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular

material, premixed with water, to a dense mass on a prepared sub-grade/sub- base/ base or existing

pavement as the case may be in accordance with the requirements of these Specifications. The

material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown on

the approved drawings or as directed by the Engineer.

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

vibrating or other approved types of compacting equipment are used, the compacted depth of a

single layer of the sub-base course may be upto 200 mm with the approval of the Engineer.

Physical Requirements

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

set forth in Table 19-1. Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

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

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

Table -1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base

S. No. Test Test Method Requirements

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

Aggregate Impact value IS:2386 (Part-4) or 30 percent (Max.)

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

indices (Total)

* 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 -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

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

depressions and potholes shall be repaired and made good with the suitable material. The existing

surface shall be scarified and re-shaped to the required grade and camber before spreading the

coarse aggregate for Wet mix macadam.

Preparation of Mix

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

provision for controlled addition of water and forced/positive mixing arrangement like pugmill or pan

type mixer of concrete batching plant. For small quantity of wet mix work, the Engineer may permit

the mixing to be done in concrete mixers.

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

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

Spreading of mix

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

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

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

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 materials.

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

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

does not exceed 100 mm, smooth wheel roller of 80 to 100 kN weight may be used. For a compacted

single layer upto 200 mm, the compaction shall be done with the help of vibratory roller of minimum

static weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not exceed

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

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

the centre line of the road, uniformly over-lapping each preceding track by at least one third width

until the entire surface has been rolled. Alternate trips of the roller shall be terminated in stops at

least 1 m away from any preceding stop.

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

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

centre parallel to the centre line of the road uniformly overlapping each of the preceding track by at

least one-third width until the entire surface has been rolled.

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

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

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

compacted with mechanical tampers or a plate compactor. Skin patching of an area without

scarifying the surface to permit proper bonding of the added material shall not be permitted.

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

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

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

material added or removed as required before rolling again so as to achieve a uniform surface

conforming to the desired grade and crossfall. In no case should the use of unmixed material be

permitted to make up the depressions. Rolling shall be continued till the density achieved is at least

98 per cent of the maximum dry density for the material as determined by the method outlined in IS :

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

Setting and drying:

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

Opening to Traffic

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

surface till it has dried and the wearing course laid.

Surface Finish and Quality Control of Work

Surface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

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

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

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

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

Elongation Indices

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

of aggregates passing

425 micron sieve

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

Rectification of Surface Irregularity

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

where the course is otherwise defective due to subgrade soil getting mixed with the aggregates, the

full thickness of the layer shall be scarified over the affected area, reshaped with added premixed

material or removed and replaced with fresh premixed material as applicable and recompacted. The

area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case shall

depressions be filled up with unmixed and ungraded material or fines.

Arrangement for Traffic

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

take all necessary measures for the safety of traffic during construction and provide, erect and

maintain such barricades, including signs, marking, flags, lights and flagmen as per instruction of the

Engineer-in-charge.

Measurements for Payment

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

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.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative.

Mode of measurements shall be on MT basis.

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

narrow width like chawls, poles, gamtal roads using JCB for loading to transorting by tractor trolly

including fuel, driver etc complete as directed.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative.

Mode of measurements shall be on MT basis.

Providing and applying Tack coat with VG-30 Grade bitumen using bitumen pressure distributor at

the rate of 0.20 kg/sqm on the existing bituminous surface cleaned with Air Compressor etc (a) For

D.B.M. (b) For B.C.

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

existing bituminous or primed granular surface preparatory to the superimposition of a bituminous mix

as instructed by the Engineer.

The binder used for tack coat shall be low viscosity paving bitumen of VG 30 grade conforming to as

Weather and Seasonal Limitations

Bituminous material shall not be applied during a dust storm or when the weather is foggy, rainy or

windy or when the temperature in the shade is less than 10°C.

Construction nEquipment

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

spraying the material uniformly at a specified rate. Hand spraying shall not be permitted except in

small areas, inaccessible to the distributor, or narrow strips, shall be sprayed with a pressure hand

sprayer, or as directed by the Engineer. \

Preparation of Base

The surface on which the tack coat is to be applied shall be cleaned of dust and any extraneous

material before the application of the binder, by using a mechanical broom or any other approved

equipment/method as specified by the Engineer. The granular or stabilized surfaces shall be primed

with primer coat.

Application of Tack Coat

The application of tack coat shall be at the rate specified in Table, and it shall be applied uniformly.

Paving bitumen if used for tack coat shall be heated to appropriate temperature in bitumen boilers to

achieve viscosity less than 2 poise. The method of application of tack coat will depend on the type of

equipment to be used, size of nozzles, pressure at the spray bar, and speed or forward movement. The

Contractor shall demonstrate at a spraying trial, that the equipment and method to be used is capable

of producing a uniform spray, within the tolerances specified.

Table: Rate of Application of Tack Coat

Type of Surface Rate of Spray of Binder in Kg per sq. m

Bituminous surfaces (DBM/BC) 0.20-0.30

Granular surfaces treated with primer 0.25-0.30

Measurement for Payment

Tack coat shall be measured in terms of surface area of application in mt.

Repairing damaged M.H. and raising M.H. up to road level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and carting the same as directed.(a)upto 0.15mt.(@Two

coarse)(b)upto to 0.35mt.(@Four coarse (c)upto 0.65 mt.(@seven Coarse) (d)upto 0.90mt.(@Ten

This item relates to repairing work of above item of machine hole with fixing existing seat at top &

fixing pre-cast FRC cover (medium duty) repairing up to 2.00 mt. depth. This item relates to repairing

existing machine hole of 1.40 x 1.00 or 1.00 x 0.75 mt. size with removing first existing seat & cover

including demolishing existing loose masonry work up to from GF level to depth if specified & up to

same height brick work in CM 1:5 shall be completed & after of that work plastering work in CM 1:3

shall also be done. Rate including fixing existing or new (if not there) C.I. steps shall fixed at time of

masonary work. After completion of brick work & plastering same machine hole seat & cover fixing at

top & casted it in C.C. 1:2:4 etc. Measurements shall be given on no. of basis up to 2.00 mt. depth

For detailed specification refer R & B Department booklet for General Technical Specification

for building works.

Items also includes:

1.Proper Barricading to avoid accidents.

2.Removal of debris from site.

3.Compaction of Bitumen by Roller.

4.Applying tack coat before laying of Hotmix material.

The mode of payment for this item shall be on No. Basis.

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

type work &also during unavoidable condition as per instruction of engg.incharge,rate includes all

nece. shifting,fuel and operating charges and stacking of useful & non-useful materials separately up

to store. (No payment should be allowed for non working condition of machinery and for pipe line

excavation and laying work) ( Based on Previously approved rate by C E sir )

Mode of measurements shall be on Hr.basis.