Supply of labor and materials for laying new water lines and repairing leaks in chawls and along TP roads at various location including CTM, Amraiwadi and Ramrajya Nagar within the Indrapuri Ward, as well as for addressing pollution related complaints

5 Estimated Cost put to Rs.29,36,100/-

6 Earnest Money Deposit Rs.29,361.00 /- 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.1500.00 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 securitydeposit

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT - SOUTH ZONE

Name Of Work:- ઈ ુ વોડમાં સી.ટ .એમ., અમરાઇવાડ તેમજ રામરા ય નગર માં ુ દ

Qty Item Description Per Amount in Rs.

Extra rate over item of excavation of

earth for excavation of asphalt pavement

of thickness upto 0.20 meter including

1 demolishing the asphalt carpet, metal,

soiling etc. comp. with stacking the

material as directed. (As per Road ARC

(a) 100 up to 0.20 meter thickness (By Manual) 71.43 smt

0.20 to 0.30 meter (By any type of

Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel &

transportation etc complete

Conveyance charge of earth, lime, murrum,

building rubbish, manual garbage, sludge,

2 excavated rock , fly ash, aggregate of any

kind etc complete.

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

Labour charges for repairing of lekage CI/DI

pipe line of following diameter at different

places including necessary excavation

manually or by machinery, removing of

mud, dewatering, cleaning of pipe, cutting of

pipe, Jointing & repairing using CID joints

including CID joints, rubber rings, nut

3 bolts, hiring excavator, Hydra/ Crane,

dewatering machine, fuel, operator etc

complete ( including cost of jointing

material but excluding cost of pipe) (GWSSB

SOR 22-23 SECTION 1 G I.NO.3).(Joint

reparied under this item should not be paid

in next four months under normal condition)

Labour charges for repairing of lekage CI/Di

pipe line for following dia different places

including necessary excavation manually or

by machinery removing mud dewatering

cleaning of pipe and leakafe portion and

repairing by inserting lead wool jute tools

4 required for inserting lead wool hiring

charges of excavators Hydra/crane j.c.b

dewatering set fuel operator cost of lead

wool etc complete(including all material but

excluding cost of pipel) (GWSSB SOR 22-23

SECTION 1 G I.NO 2)

Providing and opreration dewatering pump

including fuel charges & oprator charges

etc.as directed etc.comp.(shift for Eight

4 300 Hour)(for each pump set,no payment should 535.71 Hr

be allowed for non working condition of

machinery)(Base on previousely approved

Providing, laying and jointing in true line and

level U.P.V.C pipe (SCH - 40) of following

dia. including fittings of standard make as

approved by Engineer - in - charge. Pipe shall

be fixed on the wall with the help of clamp

5 at every shall be concealed as directed

including necessary Tee ,bend, any joint &

any fittings etc. including testing of pipe and

joints and fixing the same with adhesive

solvent, including cost of all materials

(Building SOR 21-22 )

A 100 15 mm (I.code no. 23061) 84.87 RMT

B 75 25 mm (I.code no. 23062) 107.29 RMT

C 49 32 mm (I.code no.23063) 139.2 RMT

D 46 40 mm (I.code no. 23064) 173.03 RMT

E 100 50 mm (I.code no. 23065) 228.61 RMT

Transporting from AMC store and laying

spigot and socket New DI pipe line DI-k-9

pipes of various classes with CI/DI/MS

specials of following diameters. Rate

includes excavation up to minimum 1.0 mt.

depth from top of pipe / as per requirement in

6 any soil, refilling after laying pipe,

covering and temptation of carting

surplus earth up to 30 mt. lead and

watering and compaction. Clearing the

site. All Joints shall be made tight & leak

free etc. comp. (As per previous tender

Cutting of existing pipelines of following

diameters including carting of nece. specials

from AMC store to site and from site to AMC

store (recovered materials) nace. labours

for excavation, jodan & backfilling fitter,

supervisor, etc. complete. Rate also

includes electric cutter, dewatering pump

fuel and transportation of machineries,

chain pulley block if requires working at

an instructed specific time of day or night

etc. complete. (As per previous tender

Labour charges for installing and jointing

Sluice Valves including loading, transporting

from owner's store, lowering in location to

the required with excavation refilling

alignment by crane/ tripod and chain block

including cost of total nos. of nuts, bolts,

Necessary gaskets and excluding fixing of

tail pieces with lead & jute etc complete as

directed by Engg. in charge. (As per

previous tender Rates)

A 15 100 mm dia 1410.71 No

B 15 150 mm dia 1598.21 No

C 5 200 mm dia 2125.00 No

F 2 300 mm dia 3776.79 No

Labours charges for collecting specials

from Municipals store loading

transportation, unloading to the site,

laying and fixing CI specials inclusive of

9 1000 all jointing materials like lead, spun 21.43 K.G

etc.and labour, exacavation re-filling and

nece. dewatering as per instrucation of

engg. incharge (As per previous tender

Providing and Making hole for House

connection on C.I./D.I. or M.S. with labour

cost. Instruction of engg. In charge (As

per previous tender Rates)

E 2 2.0 inch Dia ( on CI/Di to 300 mm dia) 2678.57 NO

F 2 50 mm Dia (Above CI/DI UP TO 300 MM Dia) 4017.86 NO

Labour Work for temp Jodan of ex.line for

running water supply incl making collar

11 25 between gap of pipe & jointing with jute & 267.86 No

day after removing all this as per inst

etc.comp as dire.

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

20 (A) 100 mm to 300 mm dia. 199.11 No.

Labour Charges for removing and recover of

ex. C.I. Sluice valve with tail pieces and

carting it up to Muni.Store or site as per

13 instruction of Engg. In charge item include.

necessary Excavation, removing or making

joints, refilling etc.comp. as directed by

Engg in charge.

0 (A) 80 mm dia 610 No

5 (B) 100 mm dia 830 No

5 (C) 150 mm dia. 1000 No

2 (D) 200 mm dia. 1260 No

Labour charges for doing washout of

water pipe line at end including necessary

excavation of pit, allowing the water to flow

for 15 minutes twice or thrice as per site

condition during supply hour, dewatering

the pit and plugging with existing wooden

butch and refilling the pit .etc. comp .as per

instruction (As per previous tender Rates)

Supplying wooden taper butches from

15 jungle wood (Like limda, ambo) Etc. comp.

(As per previous tender Rates)

A 66 15 Mm dia. to 20 MM dia. 13.39 NO

B 24 25 Mm dia. to 37 MM dia. 17.86 NO

C 20 50 Mm dia. 89.29 NO

D 25 80 mm dia to 100 mm dia line 312.5 NO

E 10 150 mm dia 446.43 NO

F 10 200 mm dia 714.29 NO

Excavation for trial pit for location of

existing line including excavation of any

depth including refilling, watering etc.

Comp (As per previous tender Rates)

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on

17 300 site by using Operator, fuel, power Supply 535.71

etc. Complete as Directed. (As per previous

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.

18 300 shifting, fuel and operating charges and 535.71 hr

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

Supplying, labour for excavation of all types

of soil at any depth including excavation of

asphalt pavement of any thickness,

19 demolition of brick work in CM of any

proportion including stacking of serviceable

materials and disposal of unserviceable

material etc. comp. as directed.

Mazdoor at day /night (As per min.wages

circular of GOG)

Fitter at day / Night (As per min.wages

circular of GOG)

C 65 Makadam/ supervision/Fitter at day / Night 379.45 NO

Barricading the entire break down or

excavated area on rental basis using

wooden ballies / M.S. angles at max.

meter centre to centre, C.G.I. Sheet, reflective

paint / Board 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. (Only for break

down work from start to complete) (As per

previous ARC tender rates)

Reinstatement of Asphalt road using the

21 500 same material.(Darainge SOR 2009-10 103.57 smt

miscellaneuus work item no.426,page no.13)

Tender Amount Rs.

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

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

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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)

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

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

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

hnuNu lrn fu CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf

søgtytuyu ftb fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e,

lJhtºte, rœJt¤e, jøl meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt

nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt Yt. 250.00 le 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

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: - ઈ રુ વોડમાં સી.ટ .એમ., અમરાઇવાડ તેમજ રામરા ય નગર માં ુ દ ુ દ જ યાએ

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

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

1. mbgbgto>t ykdu yuj.ytu.ytR.ytÃgt ctœ 1૦ rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth ctœ&e dKJtbtkk ytJNu.

<ubs ðgth ctœ Jfo ytuzoh R~gw&gu&e mbtg bgtoœt NY &guje dKtNu.<&t <u mt&u fhthvºt fhJtltu hnuNu. ylu<u bwsc ftb NÁ

fhJtle <theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -1૦ fh<tk J^w rJjkc ltk rfMmt

btk <ubs Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu vulÕxe cej btk&e ftvJtbtk

ytJNu. <ub A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk

gtuøg<t aftme zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the

ftuLx[tfxhle hnuNu.

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e fvt<

6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

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

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 hnuNu.

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

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

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

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

btuctEj lkch mt&u (œrûtK Ítul)

DRAINAGE CATEGORY

Sr.No. Category Problem SLA Penalty per one

Problem Per day

1 Drainage Engineering No Drainage Machine hole Cover-Eng 24 Hours

2 Drainage Engineering Drainage-Other 48 hours

3 Drainage Engineering Drainage-Choking Of Line 48 hours

4 Drainage Engineering Drainage overflowing of mainline and 48 hours

distribution line on road

5 Drainage Engineering Drainage-Public Toilets and Urinals 72 hours

Drainage Line Blockage or Choking

6 Drainage Engineering Frequent Breakdown & Blockage Of Drain- 96 Hours

Signature of contractor with seal Deputy City Engineer-5(S.Z)

Date Ahmedabad Municipal Corporation

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)

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

(A) labour work of laying and jointing of /cast iron pipes.

(B) labour charges for recovered cleaning di water pipe line & relaying

(C) labour charges for recovering exst.CI/DI water pipe line incldg. excavation and

refilling and jointing pipe in line and level etc.comp.

(D) labour work of laying and jointing of cast iron sluicevalves.& bend ,coller.& any

This Specification covers the requirements for collecting from Municipal Stores or contractor’s stack yard transportation of cast to work sites lying jointing and

field testing of cast iron pipes and fittings for the water distribution Network.

APPLICABLE CODES:

Various operations such as transport to work sites lowering in trenches laying jointing and field testing of

cast iron pipes and fittings shall comply with all currently applicable standards. In all cases the latest

revision of the standards shall be referred to. If requirements of this specification conflict with the

requirements of the standards this specification shall grove.

(a) IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.

(b) IS: 782 Specification for caulking lead.

(c) IS: 1538 Specification for cast ion fittings for Pressure pipes for water gas and sewage.

(d) IS: 3114 Code of practice for laying of cast-iron.

(e) IS: 3400 Methods of test for vulcanized rubber (Parts to 20)

(f) IS: 5382 Specification for rubber sealing ring for Gas mains water and sewers.

(g) IS: 6587 Specification for spun hemp yarn.

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the Municipal Stores or contractor’s stack yard to the work sites at places

along the alignment of pipeline as directed by Owner /Engineer. The Contractor shall be responsible for the safety of pipes fitting and vales with tail

pieces in transit loading/unloading. Every care shall be exercised in handling pipes and fittings to avoid damage. While unloading the pipes and

fittings shall with steadying ropes of by any other means. Padding shall be provided between coated pipes fittings and skids to avoid damage to the

coating Suitable gape between pipes should be lift at intervals in order to permit access from one side to the other. In case of spigot socket pipes care

should be taken regarding orientations pipes while unloading. As far as possible pipes shall be ulna added on one side of the stretch only. The pipes

shall be checked for any visible damage (such as broken edges cracking or spelling of pipe) while undo adding and shall be sorted out for

reclamation any pipe which shows sufficient damage to preclude it from being used shall be discarded shall be prohibited. Necessary warning boards

and lamps should be provided in front and side of pipes to avoid any accident. Pipes should be stacked with sufficient packing to prevent rolling of

the same. Contractor will be fully responsible for any accident due to pipes or other materials stacked on site of yard. Contractor will be fully

responsible for any legal formalities arising due to such accident and all legal charges there of shall be paid by contractor of will be recovered from

his running bill of the same or other AMC works.

Each stack of pipes shall contain only pipes of same class and size, with consignment or batch number

marked on it with particulars of supplies wherever possible storage shall be done on film level and clan

ground and wedges shall be provided at the bottom layer to keep the stack stable. The stack shall be in

pyramid shape or the laid lengthwise and crosswise in altimeter layers. The pyramid stack shall be made

for smaller diameter pipes for conserving space in storing them. The height of the stock shall not exceed

1.5m. Fitting and sluice valves with tail pieces shall be stacked under cover and separated from pipes.

Rubber rings shall be stored in clean cool store away from windows boiler electrical equipment and petrol

oils or other chemicals particularly in the field where the rubber nods are being used it is desirable that

they are left out on the ground in the sun or overmuch under heavy frost of snow conditions.

LAYING - GENERAL

The Contractor shall visit the before tendering and get himself acquainted site condition and the

regulations regarding the laying of pipes in congested areas heavy traffics areas etc. The successful bidder

shall take the necessary permission and clearance of all the authorities like dip ardent of ads traffic water

supply and the drainage electricity broad telephone comp any etc. Wherever necessary.

Road reinstatement shall not be included in back filling unless specified.

To protect person from injury and to avoid damage to property adequate barricades construction signs red

lanterns and guards as required shall be placed and mainlined during the progress of the construction

work and unit it is safe for the traffics to use the roadways. The relevant Indian standards and the rules

and regulations of the local authorities in regarded to safety provisions shall be observed.

General lighting for works site, warning lights, sign boards, fencing etc. shall be provided by contractor at

Suitable fencing shall be provided along the sides of trenches and pits. The post of the fencing shall be of

timber securely fixed in the ground not more then 3m.apart and they shall be less than 75 mm in diameter

of less than 1.2 m above the surface of the ground. There shall be two rails. One near the top of the post

and the other about 450 mm. above the ground and each shall be from 50mmto 70mm in diameter and

sufficiently long to run from post to post which they shall be bound with strong rope. The method of

projecting rails beyond the posts and tying them together where they meet will not be allowed on any

account. All along the edges of the excavated trenches a bank of earth about 1.2. m high shall be formed

as required by the Owner/Engineer for further protection. The above work shall not be paid for separately

and the contractor shall take into account the costs of such works and quote accordingly.

Whole work shall do within 24 hrs. By parts or whole work so that water supply from AMC shall not be

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

depth as required and as directed. The Contractor shall provide necessary slopes to a safe angle or steps as

required or directed at his own cost No extra payment shall be made for such precautionary measures

taken. The bottom of the excavated area shall be leveled both longitudinally and transversely as directed

by removing excess soil and watering as required. No earth filling will be allowed for bringing it to level if

by mistake or any other reason excavation is made deeper or wider than as directed. The extra depth or

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

the cost of the contractor. The excavation up to any required depth shall be carried out under this item as

required and directed by engineer in charge.

Surface Excavation for Road Work:

Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm in depth in all kinds

of soil which are specified shall be as treated as surface excavation.

Excavation in trenches for service lines- Water supply and Drainage:

Excavation in trenches shall be carried out in any material encountered on the site to enable the service

lines to be laid to the lines and levels shown and as directed. Excavation shall be made with adequate and

stable side slopes or shoring strutting if necessary. The contractor shall provide all measures to protect

adjoining properties service limes etc. The contractor shall take necessary action to keep excavation free

Trenches shall be wide enough to provide sufficient space for joining and inspection. The trench bed shall

be trimmed and rammed with sprinkling of sand or murmur so that the pipes when laid to the required

levels and gradients shall be no the bottom fully supported along the entire length of the pipe. The trench

shall be deepened and widened locally to receive the sockets and to permit the joint to be made and

Before excavation is started rails shall be erected at convenient places and at all changes of direction and

gradients at a definite and as far as practicable uniform height above the proposed invert level of the pipes

the center lime being clearly marked on each horizontal rail. The depth of excavation and level of the pipe

invert shall be checked by means of benching road of appropriate lengths.

Disposal of the Excavated Stuff:

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

ground in layers including ramming and watering etc. complete. The Contractor shall remove the balance

of the excavated from the site of work to a place as directed within a lead unto 50mm and for all lift.

Filing of Trenches:

As soon as the work in foundation has been completed and measured the sides of foundation shall be

cleared of all dedans brick bats mortar dropping etc. and filled with earth in layers not exceeding 15 cm

each layer shall be adequately watered rammed well and consolidated before the succeeding layer is laid.

The earth shall be rammed with iron rammers where feasible and with the butt ends in layer of crowbars

where rammer cannot be used. The plinth shall be similarly filled with earth in layers not exceeding 15 cm

adequately watered and consolidated by ramming with iron or wooden rammers. When filling reaches

finished level the surface shall be flooded with water for at least 24 hours and allowed to dry and then

rammed and consolidated. The finished level of filing shall be kept to shape and gradient intended to

receive any floor finish. The excavated stuff of the selected type only shall be allowed to be used for filling

the trenches and plinths. Under no circumstances black cotton soil shall be used for filling the plinths.

FILLING MATERIALS:

Filling materials may be either excavated stuff of selected materials brought from outside. Excavated stuff

or selected earth to be used shall be cleared of all rubbish large size stones brick bats etc. complete and

big clods shall be broken down to a size of 50 mm or less. The selected soil and or murmur or any other

materials shall be got approved before filling.

Refilling shall be done in a systematic manner by the contractor before refilling starts, the contractor shall

get checked the trenches ready for refilling.

The space between foundation masonry concrete pipe line and the sides of excavation and/or bottom of

found at ion shall be refilled to the original surface or up to plinth level with earth or selected materials in

layers of 15 cm to 20 cm each well watered and rammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till the final

level is reached to form a thoroughly compacted base.

Refilling on top of pipe shall be carried out carefully with selected soft stuff out of the excavated stuff. The

refilling shall be raised about 5 cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of

during monsoon and the same shall be refilled with stuff brought from the out

side if necessary.

The process of refilling brunches in plinth watering ramming shall be carried out in such a way as not to

danger to pipe line for foundation footing plinth well etc. already laid or built up.

If watering is not done by contractor with its own arrange meant watering charges at 20% of this item rate

shall be deducted from the bill against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage shall not be

exposed to direct sunlight or any heat radiating appliance. The rings shall not be allowed to come in

contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes for which they

are to be used the manufacturer’s name or trademark and the month and the year of manufacture.

The rings shall comply with IS 5382 regarding their material finish tolerance in dimension and physical

The rubber rings shall be such that they shall not show any signs of deterioration for any reason during the

contract period plus the defects liability period, Entire expenses associated with correcting defects in this

regard including replacement of rubber rings shall be fully borne by the contractor.

In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the contractor shall take

into account the manufacturer’s recommendations as to the methods and equipment to be used in

assembling the joints. In particular the contractor shall ensure that the spigot end of the pipe to be jointed

is smooth and has been properly chamfered that the rubber ring as per IS 5382 is correctly positioned in

the socket and that the two pipes are accurately in line, before the joint is maid. The rubber rings and any

recommended lubricant shall be obtained only through the pipe supplier or as directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform quality clean and

free from foreign materials. It shall be of uniform softness capable of being easily caulked or driven. It shall

conform to IS: 782 Spun yarn shall be of clean hemp and of good quality. It shall conform to IS: 6587 Its

quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Spun Yarn Mass

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun yarn

depending upon the site conditions. The quantity of different diameters of C.L. pipes and fittings

shall be as follows:

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/ Joint Depth of lead

Pipe mm Kg Joint mm

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible either way.

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that the molten metal

will not be chilled in being carried from the melting pot to the joint and shall be brought to a proper

temperature so that when stirred it will show a rapid change of color. Before pouring all scum shall

be removed. Each joint shall be made with one continuous pour filling of the entire joint space with

solid lead. Spongy or imperfectly filled joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe shall be dammed with

clay to from a pouring lip to provide for filling the joint flush with the face and to the top of the socket.

The jointed is done by first caulking in spun yam, then filling the remainder of the joint space by running in

molten lead, taking care that no dross enters the joint and then thoroughly caulking the lead. The spun

yam shall be used to center the spigot in the socket and to prevent the flow of molten lead into the bore of

After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking of joints shall be done

after a convenient length of the pipes has been laid and leaded. The leading ring shall first be removed and

any lead outside the socket shall be removed with a flat chisel and then joint caulked removed with a flat

chisel and then the joint caulked around three times with caulking tools of increasing thickness and

hammer of 2 kg. Weight Lead run joints shall be preferably finished 3 mm behind the socket face. The

joints shall not be covered till the pipe line has been tested under specified hydrostatic test pressure,

though the rest of the pipe line should be covered up to prevent expansion and contraction due to

variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not

exceeding 20 cams. In depth consolidating each deposited layer by ramming and watering.

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to plinth level or

ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which filling is to be done shall be cleared off all

grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

Mode of measurement for Item No.

Measurement shall be paid by Rmt. basis.

Mode of measurement

Measurement shall be paid by Nos. basis.

Seal and Signature of the Bidder Addl. City Engineer