CONSTRUCTION OF NEW RCC RETAINING WALL IN PLACE OF THE EXISTING DAMAGED WALL LOCATED FROM THE CORNER OF NOCTURNAL KANKARIA ZOO UP TO THE FOOTBALL GROUND NEAR KANKARIA GATE NO2 IN MANINAGAR WARD SOUTH ZONE

Name of work :- CONSTRUCTION OF NEW R.C.C. RETAINING WALL IN PLACE OF THE

EXISTING DAMAGED WALL LOCATED FROM THE CORNER OF NOCTURNAL KANKARIA ZOO UP

TO THE FOOTBALL GROUND NEAR KANKARIA GATE NO.2 IN MANINAGAR WARD, SOUTH

Qty Description Rate Unit

1 Demolition & Dismantling work

a 8.00 Demolition of RCC work using Hydra Breacker 1047.38 Cu.M.

including stacking of servicable materials and

disposal of unservicable materials with all lead and

lift.Removal Of Existing Building Foundation and

Super Structure If Any. (Item No- 20.3) ( Code-

b 165.00 Demolition of Brick work and stone masonry 544.95 Cu.M.

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.Removal Of

Existing Building Foundation and Super Structure If

Any.(Item No- 20.11) ( Code-20003B)

c Dismentaling of sheet roofing including ridges,

Hips, Valleys, Gutters etc. stacking of serviceable

materials and disposal of

unserviceable materials with all lead and lift.

i 5.00 (i) G.I.sheet roofing.(Item No- 20.27) ( Code-20007A) 47.25 Sq.mt

ii 5.00 (ii) A.C. sheet roofing. (Item No- 20.27) ( Code- 53.55 sq.mt

d 2.00 Dismentling doors, windows, ventilators etc. 185.85 Each

(wood or steel) shutters including chowkhats

architraves, hold fasts and other attachment etc.

complete and stacking them with in all lead and

(i)Notexceeding 3 Sq.M. in area. (Item No- 20.49) (

e 20.00 Dismentaling any type tiled of stone floors laid in 47.25 Sq.M.

mortar including stacking of serviceable

materilas and disposal of unserviceable materials

with all lead and lift. (Item No- 20.23) ( Code-20005)

2 Excavation for foundation including sorting out

stacking of useful material & disposing of excavated

stuff upto 50 mt. lead. Loose & Soft soil.Excexuted

With Mechanical Effort

a 420 up to 1.5 mt. depth item no-0(Code -04B001A) 201.81 Cu.M.

b 150 1.5 to 3.0 mt. depth. item no-0(Code -04B002A) 222.72 Cu.M.

3 42.00 Provdg. & laying cement concrete 1:4:8 (1 cement : 4 2653.67 Cu.M.

coarse sand : 8 hand broken stone aggregates

mm nominal size) and curing complete excluding

cost of form work in foundation& plinth.(Item No-

4 100 Filling available excavated earth (excluding 128.1 Cu.M.

rock) in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming and

5 1000 Conveyance charges of earth lime, murrum, 235.5 CMT

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregate of any kind etc.

comp. ( Code-1229)

6 Brick work using common burnt clay building

bricks having crushing strength not less than

kg/Sq. cm. in cement mortar 1:6 (1 cement :

fine sand) conventional brick

a 5.00 (a) in foundation & Plinth (Item No- 6.13) ( Code- 3981.21 Cu.M.

b 7.00 Super structure Upto Floor Two Level (Item No- 6.19) 4253.46 Cu.M.

7 I.Half brick masonry in common burnt clay building

bricks having crushing strength note less than

Kg/Sq. Cm. in cement mortar 1:4 (1 cement :

coarse sand) using conventional brick in Super

structure upto floor Four level

a 5.00 All Floor Level 646.7 Sq.M.

8 Providing and laying controlled cement concrete

of M-25 Grade and curing complete, Excluding

the cost of form work, Scaffolding, cost of

reinforcement for reinforced concrete work For any

Height up to any FloorLevel.

a 125.00 Foundations,Raft,Footings,Mass concrete (Item No- 4238.04 Cu.M.

b 240.00 RCC Retaining wall at All Floor (Item No- 5.8.3) ( 4519.88 Cu.M.

c 2.00 Tie-Beam, Lintel , Beam- Bracket, Stair Case & 4496.07 Cu.M.

Landing, Coping ,Slab, balcony, weather shed, loft

any cantilever etc All Floor (Item

No- 5.8.3) ( Code-05025CA)

d 2.00 Columns,Pillars, posts and struts at All Floor 4593.91 Cu.M.

(Item No- 5.8.3) ( Code-05025DA)

9 Providing form work in ordinary timber planking

so as to give a rough finish including

centering, shuttering, strutting and propping etc.

height of propping and centering below supporting

floor to celling not exceeding 4 M & removal of the

same for in situ reinforced or plain concrete work in

a 100.00 (A) Foundation, footings, bases of columns 171.68 Smt

etc. and mass concrete. (Item No- 9.1) ( Code-

b 5.00 (B) Flat surface such as soffits of slabs, landing and 252.00 Smt

the like (Item No- 9.1) ( Code-

c 1200.00 (C) Vertical surfaces such as walls (any thickness) 229.95 Smt

partitions. (Item No- 9.1) ( Code-

10 Providing T.M.T Fe 500D bar

reinforcement for R.C.C. work including bending,

binding and placing in position complete up to any

floor level..(Item No- 5.4.11) ( Code-05014C)

a 33000.0 All Floor Level 75.46 kg.

11 1200.00 Providing 20 mm th. sand faced/Mala cement plaster 297.68 Sq.M.

on walls upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete. (Item No-

12 500.00 Providing & Fixing M.S.grill, gate,stair / balcony 100.17 Kg.

railing , elevation element of Decorative pattern

with M.S. Channel ,flat,medium grade m.s. pipe, square

or round bars with round heanded bolts, nuts, or by

screw. etc. comp. (Item No- 10.1) ( Code10025AA)

13 50.00 Applying priming coat over new steel and other metel 34.34 Sqmt

surface after and including preparing the surface

by throughly cleaning, oil, grease, dirt and other

foreign matter and scoured with brushes fine steel

wood, scrapers and sand paper with ready mixed

priming paint brushing red lead.(Item No- 19.2) (

14 50.00 Painting two coats (excluding priming coat) on 86.94 Sqmt

new steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleaning

the surface of all dirt, dust and other foreign

matter.(Item No- 19.7) ( Code19002)

15 60.00 Provdg. And fixing to wall ,ceiling and floor10.00 kg. 332.91 Rmt

F/Sq.Cm2 working pressure polythelene pipes of the

following outside diameter, low, density, complete

with special flange compression type fittings, wall

clips etc. making good wall ceiling and floor. For

Weep Holes (Item No- 23.8) (

16 20.00 Providing & Supplying JCB Machine on rental basis in 600.00 Hour

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.

(No payment should be allowed for non working

condition of machinery and for pipe line excavation and

17 20.00 Supplying Pneumatic Breaker Machine for RCC Slab 600.00 HR.

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break

18 100.00 Barricading the entire excavated area on rental basis 79.99 Rmt

using wooden ballies / M.S. angles at max. 2.00 meter

centre to centre, C.G.I. Sheet, reflective paint / Board

outside to avoid accident & for smooth traffic diversion

& movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting

arrangement throughout the work with necessary

required arrangement. The same shall be removed after

completion of work. (As per previous ARC tender

19 150.00 Creating Weep Holes by Providing &Laying 110 mm 140.00 No.

Dia. PVC Pipe 6 kg/cm2 Up to 600 mm long in Stone /

Brick Wall including all Necessary Work as per dir. Of

eng. In charge.

20 200.00 Filling in foundation and plinth with murrum or 286.20 Cmt

selected soil in layers of 20cm.

thickness including watering,(Item No- 0) ( Code

Total of Civil Work

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 CONSTRUCTION OF NEW R.C.C. RETAINING WALL IN PLACE OF THE

EXISTING DAMAGED WALL LOCATED FROM THE CORNER OF

NOCTURNAL KANKARIA ZOO UP TO THE FOOTBALL GROUND NEAR

KANKARIA GATE NO.2 IN MANINAGAR WARD, SOUTH ZONE.

2 Time Limit 6 MONTHS (SIX MONTHS) INCLUDING MONSOON

3 Tender Validity Period 180 days from the date of submission of the tender

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.55,918/-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.2400/-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

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

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

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 RPAD/Speed

TenderDocuments 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 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 rectfyor 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 cicurity

deposit towrdes they expences, 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 0.1% per day delay of remaining work after the completion date but not

more than 10% of cost of remaining works.

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

Money from each RA bill. It will be released along with release of payment of 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 circular no.37, date-09/08/2018 & Circular

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

13. કો ાકટર ારા ESIC અને EPFO ર શન ગેના અ. .ુ કોપ . નાણાં ખાતા સર ુ ર નં-૩૭, તા ૦૯-૦૮-૧૮ તથા

સર ુ બ ESIC અને EPFO ર

Seal and Signature of the Bidder Addl City Engineer

ForBANK GUARANTEE

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 agreement.

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

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

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

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

shall be followed.

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

specifications shall be deemed to be included therein.

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

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

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

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

such materials being rejected by the Engineer in charge.

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

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

Architect before using them in the work.

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

from the site of work within 24 hours.

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

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

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

shall have to be kept in sufficient numbers and in good working condition at the site of the work.

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

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

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

and quality. Acceptance of the same by the Engineer in charge shall not however, absolve the

contractor from the responsibility of any adverse effect and concordance of adopting the same in

the course of exaction or completion of the work.

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

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

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

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

work and also of the work itself.

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

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

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

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

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's

Consultant for this project.

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

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

which work is awarded for execution.

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

the contractor after fullfillng the formality life SD & Agreement. No time extension will be

granted under any circumstances.

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

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

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 shall be

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 documents.

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 Authorities.

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

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 what so

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

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

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

work. No any claim to that effect shall be entertained. The Municipal Commissioner also reserves

the right to reject any or all the tenders without assigning any reason thereof.

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

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

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

Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of 0.01%

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

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

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

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

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

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

40. Conditional tenderes will not be accepted.

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

published by WHO/ Center government/State government /Ahmadabad municipal 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 sumwithin the limit of Rs.....................................................

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 of the

Date: Signature & Seal of Guarantor...........................

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: - CONSTRUCTION OF NEW R.C.C. RETAINING WALL IN PLACE OF THE

EXISTING DAMAGED WALL LOCATED FROM THE CORNER OF

NOCTURNAL KANKARIA ZOO UP TO THE FOOTBALL GROUND NEAR

KANKARIA GATE NO.2 IN MANINAGAR WARD, SOUTH ZONE.

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

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

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

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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9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk hSMxuNl

fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht ^tuhKtu Bþsc

hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu

ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf ftb ÃþÁ

&tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo sJtcœthe

(òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg <ule sJtcœthe

ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the vK vtujem Vhegt>btk

ftuLx[tfxhle 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[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu

sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz y^h

fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu. juch yufx «btKu

ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn <ubs ct¤ bswhtulu ftb Wvh

htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn fu

ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle J^thtle

ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u hesufx

btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

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

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

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò

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

ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

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

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò

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

ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft øþsht< çþf

Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

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

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo &gtltk

Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk Vtuxt

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

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt Nh< MJeftgo

ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l &E ntug

ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb NY fhtJJtLþk

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

huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu. J^tht le ytRxb

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

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv, ÃjtMxef

vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne juJtle hnuNu,

<ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj ntug <tu <uLþk ftuBÃjtgLm

ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlegh©elu

hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

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

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

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

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

btuctEj lkch mt&u (œrûtK Ítul)

(1)nwk/ybuyt&eyufhthfhwk Awk/fheyu Aeyu fu ytxuLzhhswfh<tkvnujtkbuk/ybu M&¤le bwjtft<je^e Au

yluftblujd<t btjmtbtl, bswheyluceSctc<tulujd<e M&trlfvrhrM&r<le ò<-btne<e bu¤Je Au.

(2)nwk/ybuyt&eyufhthfhwk Awk/fheyu Aeyu fu ytftuLx[tfxhtule Nh<turJd<tuyluxuLzhlujd<t

>M<tJustuft¤SvwJofyÇgtmfgtuo Au ylu<u bwsc<ultuybjfhJtmkb< Awk/Aeyu.

ftuLx[tfxhlemne - rm¬tu yuze.mexeyuLSlegh

btuctEjlkchmt&u (œrûtKÍtul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

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

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

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

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

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

s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl meÍl fu yLg <nuJthtubkt fu

«mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt Yt.250.00le

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

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress of

work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per

design and instructions of Add. City Engineer and his order will be considered final.

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

brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be made to

contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator

for R.C.C. works if required shall have to be made by the contractor.

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

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

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

of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor

shall have to give site clean of all rubbish during the work and at the time of completion of work and hand

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

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

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

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

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

arrangement for water required for the 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.CityEngg.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 tender for the work shall remain open for a period (180) 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

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 rejected.

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

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

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

of Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar. Other techinical condition will be applicable as per tender

condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - CONSTRUCTION OF NEW R.C.C. RETAINING WALL IN PLACE OF THE

EXISTING DAMAGED WALL LOCATED FROM THE CORNER OF

NOCTURNAL KANKARIA ZOO UP TO THE FOOTBALL GROUND NEAR

KANKARIA GATE NO.2 IN MANINAGAR WARD, SOUTH ZONE.

TECHNICAL SPECIFICATIONS

Item No 1 :-Demolition incl. stacking of serviceable materials & disposal of unserviceable materials with

all lead and lift.

(B) Brick work in cement

(D) Tiles or Stone flooring

(E) Sheet roofing (G.I or

(F) Doors ,Windows

1.0 Mode of measurements &payment :

1.1 The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping

straightening of reinforcement but includes cutting of reinforcement.

1.2 The rate shall be for a unit of one cubic metre

(b) Brick work in cement mortar

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building as specified or shown in

the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing

whole or part of work including all relevant item as specified or shown in the drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one in

which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge

before starting the work. This however will not absolve the contractor from the responsibility of proper

and safe demolition.

1.3 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or

property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be

carried out in such a way that no damages is caused to the adjoining property.

1.4 Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions

shall be taken to keep the dust nuisance down as and where necessary.

1.5 Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged

by dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The

dismantled articles shall be properly stacked as directed.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise specified

and shall be kept in safe custody until handed over to the Engineer-in-charge.

1.7 Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked

properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as

directed by the Engineer-in-charge.

1.8 On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

1.9 The relevant specifications of shall be Above followed except that demolition of R.C.C. work is to be

2.0 Mode of measurements & payment :

2.1 Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured under

this item. Specification for deduction for voids, openings etc. shall be on same basis as that employed for

construction of work.

2.2 All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c) Cubical connection shall be worked out to the nearest

2.3 the rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable

materials properly and disposing the unserviceable materials with all lead and lift. The rate also includes

for temporary storing for the safety of the portion not required to be pulled down or of adjoining property

and providing temporary enclosures or partitions where considered necessary.

2.4 The relevant specification of above shall be followed except that the demolition of reinforced concrete

structure. The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes

scraping straightening of reinforcement but includes cutting of reinforcement.

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

(d) tiles or stone flooring

(e) Sheet roofing (G.I OR A.C)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one sq. meatier

(f) Doors ,Windows ventilators (wood/steel)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one No.

Item NO 2 :- Excavation for foundation in any types of soil including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead and required left

(a) 0 to 1.5 mtr depth

(b)1.5 to 3.0 mt. depth.

(c)3.0 to 5.0 mt. depth

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

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

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 100 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

Setting Out :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.

Excavation :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 upped 50 M. and all lift.

Mode of measurement and payment :

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

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

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

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

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

Item No 3:- Provdg. & laying cement concrete 1:4:8 (1 cement : 4 Coarse Sand : 8 Hand broken stone

aggregates 40mm nominal size) and curing complete, excluding cost of form work in Foundation

Providing and laying Cement Concrete (1:4:8) in foundation and plinth consisting of 1 part cement, 4 parts

coarse sand and 8 parts hand broken stone aggregates of 40 mm nominal size, including batching,

mixing, laying, ramming, compacting, finishing and curing complete, with all materials, labour, tools &

plants, leads and lifts complete as directed by the Engineer-in-Charge. Excluding cost of

formwork/shuttering.

The measurement shall be given in one cum basis

Item No 4 :- Filling Available Excavated Earth (Excluding Rock) In Trenches,Plinth,Sides Of Foundations

Etc.In Layers Not Exceeding 20 Cm.In Depth Consolidation Each Deposited Layer By Ramming

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water

thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids remain

after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Item No 5 :-Conveyance charges of earth lime, murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly ash, aggregate of any kind etc. comp. ( Code-1229)

All the surplus earth and debries remaining on site after sufficient watering shall be carried away

immediately from site of work to the place within 5 km distance as directed by the Eng. In Charge, so as

not to cause any inconvenience to the public or traffic.

If the instruction of the Eng. In Charge of work are not followed within 7 days from the site, the

work shall be carried out by the Municipal Corporation at the risk and cost of the contractor and any claim

/ dispute will not be entertained in the respect.

If the filling in the trenches after subsidence of the earth filled in is to be done the same shall be

carried out at contractor’s risk and cost. No extra payment shall be made for the such work.

The contractor shall take care of the surplus earth after the trenches are well watered and refilled

If required the carting shall be carried out during night also without any extra cost.

All work shall be carried out as directed by Engineer-in-Charge.

Mode of measurement

Payment shall be as per cubic meter. Rate including cost of all materials, labour, machinery, and

equipment as directed.

Item No 6 :- Brick work using common burnt clay building bricks having crushing strength not

less than 35 kg/Sq. cm. in cement mortar 1:6 (1 cement : 6 fine sand) conventional

brick (A) in foundation & Plinth (Item No- 6.13) ( Code-06002BA) (B)Super structure Upto Floor

Two Level (Item No- 6.19) ( Code-06006B)

Providing and constructing brick masonry with approved quality common burnt clay bricks

conforming to relevant IS specifications and having minimum crushing strength of 35 kg/sq.cm. Bricks

shall be well burnt, uniform in size, shape and colour, free from cracks, flaws and other defects. Bricks

shall be soaked in clean water for at least one hour before laying.

Mortar shall consist of cement and fine sand in the proportion of 1:6 and shall be mixed in

approved manner. Bricks shall be laid in English bond or approved bond with frogs facing upward, on full

beds of mortar. All horizontal and vertical joints shall be properly filled with mortar and joint thickness

shall not exceed 10 mm.

The brick masonry shall be carried out true to line, level and plumb, maintaining proper alignment

and bond. Necessary cutting of bricks shall be done neatly without excessive breaking. Brickwork shall

be raised uniformly and no portion shall be raised more than 1.0 metre above the adjacent work at one

The work shall include providing proper scaffolding, raking out joints where required, making

openings, embedding fixtures, cutting chases, and all incidental works necessary for completion of

masonry work. The masonry shall be cured continuously with water for a minimum period of 10 days.

The item includes supply of all materials, labour, tools and plants, transportation, loading,

unloading, royalty, taxes, leads and lifts, water charges, curing and all incidental charges complete as

directed by the Engineer-in-Charge.

The measurement shall be given in one cum. basis

Item No 7:- Half Brick Masonry In Common Burnt Clay Building Bricks Having Crushing Strength Note

Less Than 35 Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Using conventional

brick in super structure upto floor four level.(a) all floor level

The masonry shall be laid in cement mortar 1:4 (1 cement : 4 coarse sand) using approved

quality cement and clean coarse sand. Mortar shall be prepared in approved proportions and used within

the prescribed time. Bricks shall be laid true to line, level and plumb with proper alignment and uniform

courses. All horizontal and vertical joints shall be completely filled with mortar and joint thickness shall

not exceed 10 mm.

Half brick masonry shall be reinforced with approved galvanized hoop iron, brick reinforcement or

6 mm dia bars at every third course wherever specified or directed by the Engineer-in-Charge. The work

shall be carried out in superstructure up to fourth floor level including all lifts. Necessary scaffolding,

staging and safety arrangements shall be provided by the contractor.

The work shall include cutting and fitting of bricks around openings, junctions, embedded fixtures,

conduits, pipes and other services. Joints shall be properly finished and masonry shall be cured

continuously with water for a minimum period of 10 days.

The item includes supply of all materials, labour, tools and plants, loading, unloading,

transportation, scaffolding, curing, leads and lifts, taxes, royalties and all incidental works complete as

directed by the Engineer-in-Charge and as per relevant specifications.

The measurement shall be given in one sqm basis

Item No 8 :- Providing and laying controlled cement concrete of M-25 Grade and curing

complete, Excluding the cost of form work, Scaffolding, cost of reinforcement for

reinforced concrete work For any Height up to any FloorLevel.

(a)Foundations,Raft,Footings,Mass concrete(b) RCC Retaining wall at All Floor(c) Tie-Beam,

Lintel , Beam- Bracket, Stair Case & Landing, Coping ,Slab, balcony, weather shed,

loft , any cantilever etc All Floor(d) Columns,Pillars, posts and struts at All Floor

The work shall consist of providing and laying Design Mix M-25 Grade RCC in the specified

structural members as per approved drawings, specifications and directions of the Engineer-in-

Charge.Cement shall conform to relevant IS specifications. Fine aggregate shall be clean coarse sand

and coarse aggregate shall be hard broken stone of approved quality conforming to IS:383.

Concrete shall be produced from approved design mix and shall achieve a characteristic

compressive strength of 25 N/mm² at 28 days.Batching shall be carried out by weight and mixing shall be

done in approved mechanical mixer/batching plant to ensure uniformity and consistency of concrete.

Concrete shall be transported, placed and compacted without segregation. Mechanical vibrators

shall be used for proper compaction and to obtain dense concrete free from honeycombing.Concrete

shall be laid to the required lines, levels, slopes and dimensions as shown in the drawings.Necessary

construction joints shall be provided only at approved locations and treated as per specifications.

All exposed surfaces shall be finished smooth, true and even. Defective concrete shall be

repaired or replaced as directed by the Engineer-in-Charge.Curing shall be carried out continuously with

water for a minimum period specified in relevant IS Codes to achieve the required strength and

durability.Cube tests, slump tests and other quality control tests shall be conducted as directed by the

Engineer-in-Charge. Concrete not conforming to specifications shall be rejected.The item includes cost of

all materials, labour, machinery, mixing, conveying, placing, vibrating, finishing, curing, testing, water

charges, tools and plants and all incidental works necessary for completion.

The rate excludes:

Reinforcement steel and its fabrication.

Centering, shuttering and formwork.

Any item measured and paid separately.

The rate shall be for a unit of one cum.

As per Item and instructed by engineer incharge

Item No 9 :- Providing form work in ordinary timber planking so as to give a rough finish

including centering, shuttering, strutting and propping etc. height of propping and

centering below supporting floor to celling not exceeding 4 M & removal of the same for in

situ reinforced or plain concrete work in

(A) Foundation, footings, bases of columns etc. and mass concrete. (Item No- 9.1)

( Code-09001AA)(B) Flat surface such as soffits of slabs, landing and the like (Item No-

9.1) ( Code-09001B1A)(C) Vertical surfaces such as walls (any thickness) partitions.(Item

No- 9.1) ( Code-09001CA)

The work shall comprise providing, erecting, maintaining and dismantling formwork made of

ordinary timber planking to obtain the required shape, line, level and dimensions of concrete members.

The rate shall include all labour, materials, tools and plants required for centering, shuttering, strutting,

propping, bracing, tightening, alignment, cleaning, oiling of shutter surfaces and removal of formwork

after concrete has attained sufficient strength.

Ordinary timber planks, battens, runners and supports.Props, wedges, clamps, ties, nails, bolts

and all necessary accessories.Approved shutter oil or releasing agent.

Formwork shall be rigid, true to line, level and dimensions shown in drawings.Joints shall be

sufficiently tight to prevent leakage of cement slurry.Adequate supports and bracing shall be provided to

withstand dead load, live load and vibration during concreting.Formwork surfaces in contact with

concrete shall be cleaned and coated with approved releasing agent before placing concrete.Formwork

shall be removed carefully without damaging the concrete surface.

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Item No 10 :- Providing T.M.T Fe 500D bar reinforcement for R.C.C. work including

bending, binding and placing in position complete up to any floor level..(Item No- 5.4.11) (

Code-05014C)(a)All Floor Level

The work shall include:

Supplying Fe 500D T.M.T. steel bars of approved make and specified diameters conforming to

relevant IS specifications.Straightening, cutting, bending and shaping reinforcement bars as per

approved structural drawings, bar bending schedule (BBS) and Engineer-in-Charge's instructions.

Placing reinforcement in correct position with proper alignment, spacing, laps, hooks, bends,

cranks and anchorage lengths.Binding reinforcement bars securely with 16 to 18 gauge annealed binding

wire at all intersections.Providing and fixing necessary cover blocks/chairs/spacers to maintain the

specified concrete cover.

Reinforcement shall be properly supported and secured to prevent displacement during

concreting.Removal of rust, oil, grease, loose mill scale and other foreign materials from reinforcement

before placing concrete.All laps, development lengths and bending dimensions shall be as per structural

drawings and relevant IS codes.

Measurement shall be based on the actual weight of reinforcement fixed in position, including

authorized laps, hooks, bends and chairs as per approved drawings.The rate shall include cost of

materials, labour, cutting, bending, binding, placing in position, handling, transportation, wastage, tools

and tackles, scaffolding and all incidental charges complete.

As per Item and instructed by engineer incharge

The measurement shall be given in one kg basis

Item No 11 :- Providing 20 mm th. sand faced/Mala cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. (Item No- 17.95) (

Plaster thickness shall be maintained uniformly at 20 mm.

Mortar shall be machine mixed or hand mixed in approved proportion.

Finished surface shall be free from cracks, waviness, blistering and other defects.

Surface shall have a uniform sand faced appearance throughout. As per Item and instructed by

engineer incharge

The measurement shall be given in one Sqm basis

Item No 12 :- Providing & Fixing M.S.grill, gate,stair / balcony railing , elevation element of

Decorative pattern with M.S. Channel ,flat,medium grade m.s. pipe, square or round bars with

round heanded bolts, nuts, or by screw. etc. comp. (Item No- 10.1) ( Code10025AA)

Providing and fixing M.S. grill, gate, stair railing, balcony railing and decorative elevation elements

made from M.S. channel, flat, medium grade M.S. pipe, square bars, round bars and other required

sections as per approved design and drawings. The work shall include cutting, bending, welding, drilling,

grinding, fabrication, fixing in position with round headed bolts, nuts, screws or welding, including all

fittings, holdfasts, supports, labour, tools and plants, transportation, one coat of approved metal primer

and all incidental charges complete as directed by the Engineer-in-Charge.

As per Item and instructed by engineer incharge

The measurement shall be given in one kg basis

Item No 13:- Applying priming coat over new steel and other metel surface after and including

preparing the surface by throughly cleaning, oil, grease, dirt and other foreign matter

and scoured with brushes fine steel

wood, scrapers and sand paper with ready mixed priming paint brushing red lead.(Item No-

The work shall consist of applying one coat of approved ready mixed red lead priming paint on

new steel and other metal surfaces after thoroughly cleaning and preparing the surface by

removing rust, oil, grease, dirt and all foreign matter with wire brushes, steel wool, scrapers and

sand paper. The primer shall be evenly applied by brush to obtain a uniform coating over the entire

surface, including all materials, labour, tools and plants, scaffolding and all incidental charges

As per Item and instructed by engineer incharge

The measurement shall be given in one sqm basis

Item No 14 Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade including cleaning the surface an

even shade including cleaning the surface of all dirt, dust and other foreign

matter.(Item No- 19.7) ( Code19002)

Applying two coats of approved quality synthetic enamel paint over previously primed new steel

and other metal surfaces to obtain a smooth, durable, uniform and aesthetically pleasing finish. The

surface shall be thoroughly cleaned and prepared by removing all dust, dirt, loose particles and

other foreign matter before application of paint.

The work shall include cleaning of the surface, rubbing down irregularities, filling minor surface

defects if required, stirring and preparing paint, and applying two uniform coats of enamel paint by

brush to achieve an even shade and smooth finish. Each coat shall be allowed to dry properly

before applying the subsequent coat.

The paint shall be applied evenly without brush marks, sags, runs, wrinkles or other defects. All

corners, edges, joints, welds and inaccessible portions shall receive complete and uniform

coverage. The finished surface shall be of approved colour and from streaks, patches 'e and shall

be free visible defects.

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 15 :- Provdg. And fixing to wall ,ceiling and floor10.00 kg. F/Sq.Cm2 working pressure

polythelene pipes of the following outside diameter, low, density, complete with special

flange compression type fittings, wall clips etc. making good wall ceiling and floor.

For Weep Holes (Item No- 23.8) ( Code 23004G)

Providing and fixing approved quality 10.00 kg/sq.cm working pressure Low Density

Polyethylene (LDPE) pipe of specified outside diameter for weep holes, fixed to wall, ceiling and floor as

directed by the Engineer-in-Charge, including supplying and fixing all necessary special

flange/compression type fittings, couplers, bends, tees, sockets, clamps, wall clips, supports and

accessories, complete. The work shall include drilling/chasing in masonry or concrete, fixing the pipe in

proper line and level, making openings wherever required, and making good all damaged portions of

wall, ceiling, floor, plaster and finishes after installation. The item shall also include testing for proper

flow, removal of debris, cleaning of site and all labour, materials, tools and plants, transportation,

loading, unloading and incidental charges complete, ensuring proper drainage through weep holes as

per specifications.

The rate shall be for a unit of one Rmt.

As per Item and instructed by engineer incharge

Item No 16 :- 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.

supplying JCB Machine on rental basis for carrying out excavation, earthwork, debris removal,

dismantling and other allied works during emergency situations, breakdown maintenance works and

unavoidable circumstances as directed by the Engineer-in-Charge. The item shall include deployment of

JCB machine with experienced operator, fuel, lubricants, maintenance, transportation to and from site,

standby arrangements, all tools and accessories required for efficient operation and completion of work.

The machine shall be made available at site as and when required and shall perform the assigned work

satisfactorily as per instructions of the Engineer-in-Charge. The rate shall include all labour, equipment,

operational charges, taxes, leads, lifts and incidental expenses complete for execution of the work .

Mode of payment shall be in Hour basis

Item No 17 :- Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work)

supplying Pneumatic Breaker Machine at site for dismantling and breaking of RCC slabs,

RCC structures, cement concrete, asphalt/bituminous road surfaces and similar hard materials, complete

with skilled operator, fuel, lubricants, air compressor, power supply and all necessary accessories

required for efficient operation. The machine shall be deployed exclusively for emergency breakdown

and repair works as directed by the Engineer-in-Charge. The item includes transportation of machinery to

and from the work site, operation, maintenance and all incidental charges complete. No payment shall be

made for idle time, non-working condition, breakdown of machinery, excavation of pipelines, manhole

works or any work other than approved breakdown dismantling operations. The work shall be carried out

safely and satisfactorily as per specifications and instructions of the Engineer-in-Charge, complete in all

Mode of payment shall be in Hour basis

Item No 18:- Barricading the entire excavated area on rental basis using wooden ballies / M.S. angles at

max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion & movement including cautionary board etc. Item

also includes for making temporary sufficient nos of lighting arrangement throughout the

work with necessary required arrangement. The same shall be removed after completion of

work. (As per previous ARC tender rates)

The work shall consist of providing, erecting, maintaining and removing temporary barricading

around the entire excavation area for safety of pedestrians, vehicular traffic, adjoining properties and

workmen during execution of work.

Wooden Ballies or M.S. Angles of adequate strength and section.

Corrugated Galvanized Iron (C.G.I.) Sheets of approved quality.

Reflective paint, reflective tapes, safety stickers and traffic diversion signs.

Caution boards, danger boards, work-in-progress boards and other safety signages.

Temporary lighting arrangements including lamps, bulbs, flood lights, cables, switches and accessories.

Any other material required for ensuring safety and smooth traffic movement.

Barricading shall be erected along the full length and width of the excavation/work area as

directed by the Engineer-in-Charge.Supporting wooden ballies or M.S. angles shall be fixed at maximum

2.00 m center-to-center spacing and firmly embedded to withstand wind load and traffic

disturbances.C.G.I. sheets shall be securely fixed to the supports to provide continuous protection

around the excavation area.

Barricades shall be painted with reflective paint and provided with reflective tapes/markings for

night visibility.

Necessary traffic diversion signs, caution boards, warning signs and safety instructions shall be

displayed prominently at suitable locations.Adequate temporary lighting arrangements shall be provided

throughout the work period during night hours to ensure safety of road users and workers.The contractor

shall maintain the barricading, signages and lighting arrangements in good condition during the entire

execution period.

Any damaged, displaced or stolen barricading material shall be immediately replaced by the

contractor at his own cost.Proper access shall be maintained for emergency services, pedestrians and

traffic as instructed by the Engineer-in-Charge.After completion of work, the entire barricading system,

sign boards, lighting arrangements and all associated materials shall be dismantled and removed from

the site, restoring the area to its original condition.

Supply, transportation, loading, unloading and stacking of all materials.

Erection, maintenance and removal of barricading.

Providing and maintaining reflective paint, tapes, caution boards and traffic diversion arrangements.

Temporary lighting arrangements including electricity charges, cables, fittings and maintenance.

Labour, tools, tackles, equipment and all incidental charges.

The rate shall be for a unit of one running metre.

As per Item and instructed by engineer incharge

Item No 19 :- Creating Weep Holes by Providing &Laying 110 mm Dia. PVC Pipe 6 kg/cm2 Up to 600 mm

long in Stone / Brick Wall including all Necessary Work as per dir. Of eng. In charge.

Laying approved quality 110 mm dia PVC Pipe (6 kg/cm² pressure class) up to 600 mm length for

creating weep holes in stone masonry or brick masonry walls at the locations and levels shown on

drawings or as directed by the Engineer-in-Charge. The work shall include cutting and preparing

openings in masonry, supplying, cutting, placing and fixing PVC pipe with proper outward slope for

drainage, sealing the pipe all around with cement mortar, finishing the surface, keeping the weep holes

free from obstruction, and carrying out all labour, materials, tools, tackles, scaffolding and incidental

works required for complete installation. The rate shall include supply, transportation, fixing, alignment,

sealing, testing and all necessary operations complete as directed by the Engineer-in-Charge.

The rate shall be for a unit of one no.

As per Item and instructed by engineer incharge.

Item No 20 :- Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including watering,(Item No- 0) ( Code 04008A)

1. Scope of Work

The work shall consist of providing and filling approved quality murrum or selected soil in foundation

trenches, plinth areas, and around foundations in layers not exceeding 20 cm compacted thickness, including

spreading, watering, ramming, consolidation, dressing, and all labour, tools, tackles, transportation, leads

and lifts required for completing the work as directed by the Engineer-in-Charge.

 Murrum shall be clean, well graded, of good binding quality and obtained from approved quarries or borrow

 Selected soil shall be free from organic matter, roots, rubbish, salts, black cotton soil, and other deleterious

 The material shall consist of disintegrated rock containing siliceous material and natural clay binder.

 Size of murrum particles shall generally not exceed 20 mm.

 After completion of foundation work, all excavated areas shall be cleared of debris, brickbats, mortar

droppings, loose materials and water.

 The surface shall be properly dressed and prepared before commencing filling operations.

 Filling shall be carried out in uniform layers not exceeding 20 cm in loose thickness.

 Each layer shall be evenly spread, watered to the required moisture content, and compacted thoroughly by

approved hand rammers, mechanical compactors, or other approved means.

 Subsequent layers shall not be placed until the previous layer has been properly compacted and approved.

 Filling shall be continued up to the required level, line, and grade.

 The finished surface shall be properly dressed and maintained to the required slopes and levels.

 Adequate watering shall be done for achieving proper compaction.

 Each layer shall be compacted to obtain a dense and stable fill free from settlement.

 In case of large areas, mechanical compaction equipment may be used as directed by the Engineer-in-

 Measurement shall be made in cubic metres (m³)

CONTRACTOR'S SIGNATURE ADDI . CITY ENGINEER

& STAMP (South Zone)

Material&TechnicalSpecifications

Standardnormsforqualitycontrol

Sr Test Frequencyoftests AcceptanceCriteria

a) Settingtimeinitial 50-100T-2 sample Notlessthan30 minutes

final 100-200T-3sample Notmorethan600minutes

200-300T-4sample

500-800T-6 sample

b) Finenessby Sieve 1in5samples 90%passedfrom90micron sieve

c) Consistency Onesample Above30 percent

(Each sample as

d) Compressivestrength One sample 160kg /cm2forOPC&PPConthirdday

(Each sample as

220kg/cm2forOPC&PPConseventhday

310kg/cm2forOPC&PPContwentyeightday

e) Finenesstestthrough 1 in 5 samples 2250kg/Cm2andaboveforOPCFORPPC3000kg/Cm2

Specific surface

f) ChemicalAnalysis 1 in5samples Mgo less than 6 percent

IS 4032-986 SO3lessthan2.75percent

lessonignitionupto5percent

a) SiltContent 1sampleof10 kg Upto3percent

b) Finenessmodulus - Do- Specificationasperspecifiedstandard.Nosandof

fourthzoneshallbeused.

3 Kapachi-Gritfor

Bituminous work

a) Gradation 1/200 m3

b) Flakinessindex 1/200 m3 Max30%

c) Impact 1/100 m3 Max30%

d) Abrasion 1/100 m3 Max35%

e) Bit.Extraction 100 MT- 1 0.80to 4%

f) Bitumin(penetration 100MT-1

g) Strippingvalue 50-100m3onetest Max.25 %

3 Kapachi-Gritfor

Building work AsperIS183-1970standards

a) Gradation 2 test/ Season Asperrelevantspecificationsprovision

b) Impact 2 test/Season wearing surface overlaidsurface(IS18.5-1972)

c) Abrasion 2 test/Season 30 % 5%

d) Soundness 2 test/Season Losswith Losswith

a) Efflorescence 20bricksout of Moderate

Sr Test Frequencyoftests AcceptanceCriteria

b) Waterabsorption -DO- Lessthan20Percent

c) Compressivestrength -DO- Minimumaverage35Kg/cm2&individualresultmay

fallbelowupto20 percent

5 Cement Concrete

flooring/Mosaic

a) Waterabsorption 6tiles/2000tiles Maximum10 percent

b) Transversestrength 12tiles/2000tiles Wet Dry

c) Abrasion 6tiles/2000tiles Averagewearshallnotexceed3.5mm

6 Water Chemical Onceforapproval

Analysis source

b) Chlorides " 2000mg/L(PCC)&500mg/LforRCC

c) Organic(matter) " 200mg/LMax.

d) Inorganic(matter) " 3000mg/LMax.

e) Sulphate(mg/L) " 500mg/LMax.

f) TDS " 2000mg/LMax.

7 Cement Concrete AsperIS456-2000 Grade Specifiedcharacteristiccube

cubes ordinary and designation compressive strength.

controlled concrete At28days N/mm2

work m3 No. of M10

51m3&ab 4+one M35

addsampleforeach M40

50m3partthereof

ordinary and suces/60m3eachfor Average compressive strength of each day should notbe

controlled concretefor 7 and 28 daysfurther less than specified strengths subject to that 20% cubes

roadbridge that everyday for per day (i.e.) 1 per 5 may fall below specified strength

first six days up to its 85 percent.

daysthere after.

a) TMTbars 1test/40MT Fe-500 Quenched and Tempered (TMT) bars of

different diameters satisfying IS : 1786, with Yield

stress>500N/mm2,Tensilestrength>545N/mm2

Andelongationmorethan12%

b) steel for general Gr.AFe410WS 410N/mm2

structural purpose (Allsize)

specificationIS 2062- Gr.B.Fe410WB 410N/mm2

c) steel wires for 8.0 140Kg/mm2

prestressedconseteIS 7.0 150Kg/mm2

1785 part-1 19 lab 5.0 160Kg/mm2

85%theminimumspecifictensiledstrength

9 Teakwood AsperLOT

Sr Test Frequencyoftests AcceptanceCriteria

e) Moisturecement

10 AllOther Material As suggested by

Consultant/EIC/ TPI

asperrelevantIS

1) TestsasmaybedirectedbyEngineerinchargeasshownaboveshallhave to be conducted.

2) Above mentioned all the tests of the materials and others shall be carried

outforconstructionofeachandeverydifferentlotinGovernmentApproved laboratory.

3) AMC / PMC / TPI may ask Contractor to Carry Out Additional

LaboratoryTestforanyoftheAboveItemsifRequired.TheCostofsuch testing shall be

borne by the Contractor.

Signature/Stamp of Contractor AdditionalCityEngineer, South ZONE

GENERAL MATERIAL SPECIFICATIONS FOR BRAND NAMES TO BE USED FORTHE

EXECUTION WORKS

SCHEDULE OF MAKE FOR CIVILWORK

CEMENT (OPC/PPC) -53Grade :As perISIandofmajorplanthaving10LacsM.T.

production of single plant per annum. Samples of

cement arranged by the Contractor shall be taken

by theEngineer-in-Charge and got tested in

accordance with provisions of the relevant BIS

codes. In case test results indicate that the cement

arranged by the Contractor does not conform to

the relevant BIS codes, the same shallstand

rejected and shall be removed from the site by the

Contractor at his own cost within three days.

TMT REINFORCEDMENT :As perIS-1786:1985(reaffirmed2004).Reinforcement

bars shall be High Yield Strength Deform (TMT) Fe

barsfromtheprimarymanufacturesconfirmingtoIS

1786. Re-rolled steel shall not be used in the work.

The Contractorshall have toobtain and furnish test

certificatestotheEngineer-in-

Chargeinrespectofallsuppliesof

steelbroughtbyhimtothesiteofwork.Samplesshall

also be taken and got tested by the Engineer-in-

Charge asper the provisions in this regard in the

BIScodes.Incasethetestresultsindicatethatthesteelarr

angedby the Contractor does not conform to BIS

codes, the sameshall stand rejected and shall be

removed from the site of work within three days.

Structural Steel : Jindal, TATA, Sail, Asian As Approved by Engg.

BRICK :Compressive strength Avg.35KG.Persq.CM.

SAND : As per Mix design for concrete work or

zone-II. For Masonry and plaster work

COARSEAGGREGATE :Sevaliya,Sathamba,Ankodiya,SaylaRegionQuarryor

OtherSourceAsApprovedbyEngg.InCharge.

FINISHING/PAINT:

ACRYLICEMULSIONPAINT :ASIAN,BURGER,NEROLAC,JOTUN,ICIAs

Approved by Engg.InCharge.

EXTERIORPAINT :ASIAN,BURGER,NEROLAC,JOTUN,ICIAs

Approved by Engg.InCharge.

SYNTHETICENEMAL :ASIAN,BURGER,NEROLAC,JOTUNAsApprovedby

Note:All the Material to be approved by the Competent Authority and tested if

needed as per latest relevant IS, prior to execution. Work Material If not mentioned

in above listshould confirm to latest relevant IS revision & to be Approved by Engg.in

Charge /Consultant.

Signature/Stamp of Contractor AdditionalCityEngineer, South ZONE