Water related complaints such as leakage repair, laying new water lines regarding low water pressure/pollution, and to do necessary water related work for the disposal of the complaint, as well as to do water related work from the budget of the Hon. MLA, Municipal Councilor and from other budgets (ARC) work In the West Zone Vasana Ward.

Name of Work :- Water related complaints such as leakage repair, laying new water lines

regarding low water pressure/pollution, and to do necessary water related work for the disposal of

the complaint, as well as to do water related work from the budget of the Hon. MLA, Municipal

Councilor and from other budgets (ARC) work In the West Zone Vasana Ward.

Sr.No. QTY. DESCRIP TION RATE PER AMOUNT

1 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 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.

2 Only Removing & recover of existing CI/DI pipe

line & Specials, removing any type of joint

carting it to the Muni. Stores as & where directed

as per instruction of Engg. In charge with

excavation & refilling.

(A) 50 (A) 80 mm dia 63.39 Rmt

(B) 50 (B) 100 mm dia 64.29 Rmt

(C) 50 (A) 150 mm dia 77.68 Rmt

3 Removing & relaying of existing CI/DI pipe line

& Specials, Cleaning of pipe & Specials from

Inside, including excavation, refilling etc. comp.

in line & level with any type of joints as per

instruction of engg. In charge.

(B) 100 (B) 100 mm dia 64.29 Rmt

(C) 70 (C) 150 mm dia. 77.68 Rmt

(D) 20 (D) 200 mm dia. 93.75 Rmt

(E) 20 (E) 250 mm dia. 112.5 Rmt

(F) 10 (F) 300 mm dia. 119.64 Rmt

4 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.

(D) 12 (D) 200 mm dia. 2125 No

(E) 4 (E) 250 mm dia. 3000 No

5 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 instruction of Engg.

In charge item include. necessary Excavation,

removing or making joints, refilling etc.comp. as

directed by Engg in charge.

(B) 2 (B) 100 mm dia 741.07 No

(D) 2 (D) 200 mm dia. 1125 No

6 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.

7 5000 Labours charges for collecting specials from 21.43 Kg.

Municipals store loading , transportation,

unloading to the site, laying and fixing CI

specials inclusive of all jointing materials like

lead, spun etc.and labour, exacavation re-filling

and nece. dewatering as per instrucation of engg.

8 10 Fixing of valve Road box incl .locating valve, 446.43 Nos

nece. excavation, Brick Masonary,PCC work.

Item also inclues cartring form AMC store to

site. Etc.Comp. as directed

9 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

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

10 50 Excavation for trail pit of maximum diamension 223.21 No

of 1.5 mt x0.75 x 1.5 mt depth for location of

existing line including excavation but excluding

cost asphalt cutting but including refilling,

watering etc. comp as per instruction of Engg in

11 Making hole on existing CI/DI/MS water pipe

line including nacessary GI fittings item also

includes necessary excavation, dewatering and

refilling as per instruction engg. In charge

(A) 200 A) 15 mm Dia 312.5 No

(B) 10 B) 20 mm Dia 401.79 No

(C) 20 C) 25 mm Dia 535.71 No

(D) 10 D) 40 mm Dia 1785.71 No

(E) 20 E) 50 mm Dia 2678.57 No

12 40 Labour Work for temp Jodan of ex.line for 267.86 No

running water supply incl making collar between

gap of pipe & jointing with jute & day after

removing all this as per inst etc.comp as dire.

13 100 Labour charges for doing washout of water pipe 669.64 No

line at end including necessary excavation

refilling the 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. etc. comp.

as per instruction

14 Supplying wooden taper bunches from jungle

wood (Like limda, ambo) Etc.comp.

(A) 300 (A) 15 Mm dia. to 20 MM dia. 13.39 No

(B) 200 (B) 25 Mm dia. to 37 MM dia. 17.86 No

(D) 50 (D) 80 mm dia to 100 mm dia line 312.5 No

15 149.34 Conveyance charge of earth ,lime,murrum, 125.33 Cu.M

building rubbish,manual

garbage,sludge,excavated rock ,fly ash, aggregate

of any kind etc. comp.up to 5.0 Km. Lead

16 Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness up

to 0.20 meter including demolishing the asphalt

carpet,metal,soiling etc.comp. with stacking the

material as directed.

(A) 50 a) up to 0.20 meter thickness (By Manual) 71.43 smt

(B) 260 b)Up to 0.30 meter (By Breaker Machine 178.57 smt

including cost of operator, fuel, & transportation

(C) 100 c)0.30 meter & above (By Breaker Machine 312.5 smt

including cost of operator,fuel & transportation

17 200 Supplying Pneumatic Breaker Machine for RCC 535.71 Hour

Slab or Asphalt Demolishing Work on site by

using perator, 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)

18 100 Providing & Supplying JCB Machine on rental 535.71 hr

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful

materials separately up to store. (No payment

should be allowed for non working condition of

machinery and for pipe line excavation and

laying work) ( Based on Previously approved rate

19 100 Providing and operation dewatering Pump 535.71 Shift

including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For

Each Pump Set, No payment should be allowed

for non working condition of machinery )

20 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 at every 2000 mm

centre to centre or shall be concealed as directed

including necessary fittings etc. including testing

of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

21 Supplying, labour for excavation of all types of

soil at any depth including excavation of asphalt

pavement of any thickness, demolition of brick

work in CM of any proportion including stacking

of serviceable materials and disposal of

unserviceable material etc. comp. as directed

(A) 1000 Mazdoor at day /night 293.75 No

(B) 200 Fitter at day / Night 312.5 No.

(C) 200 Makadam/ supervision/Fitter at day / Night 379.46 No

22 100 Barricading the entire break down or excavated 80.36 Rmt

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 out side to

avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item

also includes for making temporary sufficient nos

of lighting arrangement through out the work

with necessary required arrangement. The same

shall be removed after completion of work. (Only

for break down work from start to complete)

23 200 Labour work for fixing interlocking blocks/any 68.64 Smt

kind of pavment on up to 50 mm th sand

bedding, levelling, watering and fixing in line &

level as well cleaning the site

etc.comp.as.directed

24 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage ofmixed Materialby tipper to site, laying

inuniform layers insubbase/ base course on

wellprepared surface and compacting with

vibratory roller to achieve the desired density as

per Codal Provision

25 Production & Supply of WMM 1708.10 Cmt

25 Laying Of WMM 31.25 Cmt

Total Rs 25 000 00.0

Contractor signature Addi. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Water related complaints such as leakage repair, laying new water

lines regarding low water pressure/pollution, and to do necessary

water related work for the disposal of the complaint, as well as to do

water related work from the budget of the Hon. MLA, Municipal

Councilor and from other budgets (ARC) work In the West Zone

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs. 25,000.00/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as prescribed in 9.0 below. Demand Draft or Bank

Guarantee shall be from Nationalized Bank / Sheduled Bank and valid for 120 days. (As

per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No. 29 Dt. 7/08/2010).

.(As per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No.

Dt.7/08/2010) & attched ANNEXURE - 1 finance dept.circular No- 14 Dt.4/6/13,

Circular No. 12 Dt.14/06/2021) & attched ANNEXURE - 1 finance dept.circular No-

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

Demand Draft / Local MICR Cheque.

8 Tender fees Rs.900/-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 (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.egovamc.com shall be down loaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notic 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 Notic inviting Tender / Addendum / Corrigendum (only

Techanical Bid) to Assistant Manager / Dy.C.E.(W/Z) office, 2nd Floor,

Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Mode of sending the This is a two bid System Tender Hence Financial Bid shall be Opened

Tender Documents and only for the Technically Qualified Bidders.

evalution of tender Document shall be physically submitted in sealed envelope (two-bid

system) By RPAD/Speed post/ Hand Delivery in sealed covers in

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

EMD in the form of Demand Draft/ Bank Guarantee shall be sealed in

separate envelope and along with Volume-I marked Envelope ‘A’ only

(Technical Bid). and Volume-II shall be sealed in another separate

envelope, marked envelope ‘B (Financial Bid). Both envelopes ‘A’ and

‘B’ shall then be sealed in one large envelope.

The first envelope ‘A’ containing technical bids from the bidders received,

shall be opened in the presence of the bidder’s representatives as per NIT

and the technical bids shall be scrutinized by AMC for satisfying eligibility

criteria for the bidders for this work. Then, the financial bids – Volume-II

(envelope ‘B’) from the eligible tenderers only shall be opened. The actual

date of opening of financial bids shall be communicated to technically

qualified bidders at a later date.

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright. ..

14 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

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

any defect which may develop or may be noticed before the period mentioned

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

charge may rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate the whole or

any part of the amount of security deposit towards the expenses, if any, Incurred

by him in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore (amount put

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

months from the certified date of completion which should include one

(d) For building works, the period specified in (a), (b) or (c) above OR elapse of

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

16 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work of part thereof of any amount, the contractor shall be bound to start the

works within 48 hours of intimation of work. Communication done

telephonically via SMS, Via Whatsapp and through letter / E-mail shall be

considered legal and binding for the same. Failure of comply to start the

works in 48 hours of intimation as above by contractor the contractor shall

be levied penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above 10 Lakhs and

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

Lakhs). Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified properly in

writing / binding within 15 days of last notice of penalty.

17 Compensation for Delay 10% of Remaining work

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 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

20 GST «J<obtl le<elegb bwsc S.yum.xe. yjd&e awfJJtbtk ytJNu.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl City Engineer

As per account department(A.M.C.) circular no. 12, Dt.14/06/2021 Bank guarantee of said

work must be of Ahmedabad city branch, which mentioned as bellow.

(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

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

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

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

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works Money Period

(Rs.) Deposit (Rs.)

1 Water related complaints such Rs. 25,00,000.00 Rs.25,000.00/- 12 Months

as leakage repair, laying new

water lines regarding low water

pressure/pollution, and to do

necessary water related work for

the disposal of the complaint, as

well as to do water related work

from the budget of the Hon.

MLA, Municipal Councilor and

from other budgets (ARC) work

In the West Zone Vasana Ward.

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 900.00 in the form of Demand Draft / Pay Order

from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable at Ahmedabad,

which shall be non refundable. The Details of Tender fees shall be submit with scan copy at the time of

Quoting price bid of the tender and Physically to be submitted along with technical bid Vol.-1 with other

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable

at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr. Ramanbhai

Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal Corporation, 2nd

Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-

380013. in the presence of bidders or their representatives who choose to attend. In the event of the specified

date of bid submission/opening being declared a holiday for the Employer, the bids shall be received /opened on

the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule time

Tender Document Vol. 1 , tender fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope

(marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand Delivery

in duplicate.Seprate envolup to be submitted by the bidder clearly marked as “Technical Bid” and

“Financial/Price bid” Price bid shall Remain Only the Price bid, Whenever all othe Documents to be

submitted Under The envolup of “ Technical Bid” This envelope shall be sealed in an outer envelope. The

Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility for the

misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the bidder.

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1The Employer will open the technical bid of physically submitted document of all the bids received for the

package (except those received late) containing the sealed Tender volume and other enclosures then

announce the names of bidders in the presence of bidders or their representatives who choose to attend on the

date and time mentioned in the NIT In the event of specified date of bid opening being declared as a holiday

for the Employer, the Tender will be opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at the

opening will announce bidder’s names, , the presence/or absence of EMD, the amount and validity of EMD

furnished with each bid, is valid registration and such other details, as the Employer may consider

appropriate. As per the checklist.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation for

Bid and has not been furnished in the form, the bid shall be rejected by the Employer as non-responsive and

the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid EMD

will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall be rejected

as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed,

meets the eligibility and qualification criteria, has the required available bid capacity, is accompanied by the

requisite certificates, undertaking and other relevant information specified in the bid documents and is

substantially responsive to the requirement of the bidding documents and provides any clarification for

ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in accordance with

Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and time. In

the event of specified date of bid opening being declared bidders who qualify the criteria then bidder bid will

be considered for opening of price bid.(Following clause no. 5 of ITB).

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that such

bidder has been determined to be (i) eligible in accordance with the provisions of Clause 3(General Terms

and Condition); and (ii) qualified in accordance with the provisions of Clause 5(General Terms and

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the

successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This letter

shall name the sum which the Employer will pay the Contractor in consideration of the execution, completion

and maintenance of the Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per As per City Engineer

Circular (WRM) no. 6 2011/12 DT: 24/06/2011 after receiving letter of Indent. Time limit of work will

commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion, ask

any bidder for authentication the correctness of the information/details furnished by him in his bid. Such

request by the Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the

time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons not

officially concerned with such process until the award to the successful bidder has been announced. Any

effort by a bidder to influence the Employer's processing of bids or award decisions may result in the

rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its

own responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its

premises and lands for the purpose of such inspection, but only upon the express condition that the bidder,

its personnel and agents, will release and indemnify the Employer and its personnel and agents from and

against all liability in respect thereof and will be responsible for death or personal injury, loss of or damage

to property and any other loss, damage, costs and expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for the

construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed in the table

given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or equivalent. If

contractor is not registered with AMC in the relevant class, on award of contract he shall be required to

register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the Employer

shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of R.&B.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be required to

provide evidence of the origin of materials, equipment, and services to the satisfaction of the Employer.

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown, produced or

manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the

General information

All individual firms must complete the information in this form. Nationality information shall be provided for all

owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the following

a) Misleading or false representation in the forms, statements and attachments submitted and included in

b) Record of poor performance such as abandoning the work, rescinding of contract for which the reasons are

attributable to the non-performance of the contractor, consistent history of litigation awarded against the

applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in

E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading or false

representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint

venture. A bidder who submits or participates in more than one bid for a contract package will be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to comply with

the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which are not

substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature furnished by the

bidder may be in another language provided they are accompanied by an accurate translation of the relevant

passages in the English language, in which case, for purposes of interpretation of the bid, the English translation

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as described in

bidding documents, based on the percentage rate amount in the Bill of Quantities submitted online by the

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission

specified in Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may request

the bidders to extend the period of validity for a specified additional period. The request and the responses

thereto shall be made in writing or by fax. A bidder may refuse the request without forfeiting his bidder

agreeing to the request will not be required or permitted to modify his bid but will be required to extend the

validity of his Bid Security for the period of the extension, and in compliance with Clause 2 ( Financial

Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions to

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized

to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions issued

by the Employer, or as necessary to correct errors made by the bidder, in which case the person or persons

signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date specified

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to the

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the Employer

will direct him to submit the Performance Security and attend the Employer's office on a date determined by the

Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high quality

work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest entirely on

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for award has

engaged in corrupt or fraudulent practices in competing for the contract in question. The Employer will

declare the firm ineligible, either indefinitely or for a stated period of time, to be awarded a contract by

AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm has engaged in

corrupt or fraudulent practices in competing for the contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which they

improperly and unlawfully enrich themselves and/or those close to them, or induce others to do so, by

misusing the position in which they are placed, and it includes the offering, giving, receiving, or

soliciting of anything of value to influence the action of any such official in the procurement process or in

contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement process or

the execution of a contract to the detriment of the Borrower, and includes collusive practice among

bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the Borrower of the benefits of free and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material misrepresentation

or provided fraudulent information / statement, the said Bidder will be liable for disqualification / rejection at

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender

volume is submitted without valid documents and without proof of eligibility criteria it will be rejected.

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are

conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws

as well as framed from time to time). Any penalties laid due to violation of such laws shall be directly

deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e.

public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers, traffic

signs as per design, safety tapes etc. to be arranged at site. Necessary florescent marking on traffic signs to be

provided so that it should be visible at night. During night working hours safety in charge personnel shall be

provided with florescent jackets. This shall be Provided at no extra cost by the bidder under attaché with

specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply Company, follow

up and getting the supply, filling the necessary test reports to the power supply company. All official fees

including security deposits and other expenses shall be of initially paid by the contractor. AMC may support

to get the temporary connection and may at its diseretien get the same converted to permanent

connection at the same of AMC if desired do,and contractor shall as no extra cost support the same. In

this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon any

agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give

the Municipal Commissioner the right to cancel the contract or to take any other measure as the

Municipal Commissioner may deem fit. The warranty does not apply to commissions payable by the

contractor to establish commercial or selling agent for the purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to

any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under this

Contract against the contractor the same may be deducted by the Municipal Corporation from any sum then

due or which at any time thereafter may become due to the contractor under this contract and failing that

under any other contract with the Municipal Corporation or from any sum due to the contractor with the

Municipal Corporation (which may be available with Municipal Corporation), or from his retention money,

or he shall pay the claim on demand. The Municipal Corporation reserves the right to carry out post

payment audit and technical examination of the final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any

work done by the Contractor or alleged to have been done by him under the contract, it shall be recovered

by the Municipal Corporation from the contractor by way of all the means prescribed above or if any under

payment is discovered by the Municipal Corporation, any amount due to the contractor under this contract

or under payment may be adjusted against any amount then due or which may at any time thereafter become

due before payment is made to the contractor from him to the Municipal Corporation on any other contract

account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become liable

and which is chargeable to the contractor, the owner shall have the right to retain out of any payment then

due or thereafter to become due an amount sufficient to completely indemnify the owner against such lien

or claim or if such lien or claim be valid the owner may be or become due and payable to the contractor. If

any lien or claims remaining, unsettled after all payments are made, the contractor shall refund or pay to the

owner all money that the latter may be compelled to pay in discharging such lien or claim including all

cost and reasonable expenses.

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

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form

the part of the contract documents. The full consideration shall be given to such addendum or corrigendum

before submission of tender duly filled in by the contractor. Therefore, the contractors shall have to kindly

refer the tender for such addendum or corrigendum published by AMC through its website

www.egovamc.com 48 hours prior to the deadline of submission of the tender. Tenderers shall verify the

number of addendum issued and enclose the same with the tender documents , failing which the tenders

shall be liable for rejection and no any complaint in respect to this shall be entertained under any

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the Employer will

in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid for

28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as

Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the

bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder

shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form

of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the Contract

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format

shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. & As per

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT etc. on material

procurement or any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any other

cause as of the date 28 days prior to the deadline for submission of the bids, shall be included in the rates and

prices and the total bid price submitted by the bidder and the evaluation and comparison of bids by the

Employer shall be made accordingly.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be

deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any

other state Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who

was not registred in AMC must be get registred in panel of approved AMC contractor.

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

with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated

damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

Engineering in charge.

4. 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.

5. 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.

6. 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

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

shall be deemed to be included therein.

8. 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.

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

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

before using them in the work.

11. 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.

12. All work shall be carried out in a manner as per standard engineering practice.

13. 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. All excavated trench shall be kept

covered with barricade and caution tap.

14. 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.

15. 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.

16. 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

17. 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.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. 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

20. 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

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be

issue to contractor and the time limit shall be start from the date of issue of the written work order to the

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be issue to

contractor and the time limit shall be start from the date of issue of the written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft / cheque or

Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with

AMC. The contractor shall be fined 4% of interest per year for delay in submission of S.D and shall be deducted

from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or

His Designeted Officer will be final and binding to the Contractor.

23. 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.

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

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will

be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. 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.

28. 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.

29. 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

30. 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.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will

32. 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.

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

34. 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.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

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

36. 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.

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

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason (like site is not

available and due to unavoidable circumstances arise), after evaluation of situation the actual date of starting of

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

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

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done

by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh<

y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u

btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh stu

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg

ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb œh

btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw

ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu (jefJezexe

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu

juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu

lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe

yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu

sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt< fhJtbt

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe

(òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK

vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd

ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu ylu

Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu xuMxekd

fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl

sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle &tg

<uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu

jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc

fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu

vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su

ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn ytJu fu œhhtus

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu

ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch Mþ^eltu

dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble mbgbgtoœt dKJtbtk

ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t vwhtJt

vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

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

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

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

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

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months 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. 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

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 contractor.

If work is not started within specified time limit the penalty as per rule & tender condition 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 demand

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

B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets

of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work :- Water related complaints such as leakage repair, laying new water lines regarding low

water pressure/pollution, and to do necessary water related work for the disposal of the complaint, as well

as to do water related work from the budget of the Hon. MLA, Municipal Councilor and from other budgets

(ARC) work In the West Zone Vasana Ward.

SPECIFICATIONS OF MATERIALS

1.1. Water shall not be salty or brackish and shall be clean, reasonably clear and free objectionable

quantities of silt and traces of oil and injurious alkalis, salts, organic matter and other deleterious

material which will either weaken the mortar or concrete or cause efflorescence or attack the steel in

R.C.C Container for transport, storage and handling of water shall be clean. Water shall conform to the

standards specified in I.S.456-1978.

1.2. If required by the Engineer-in-charge it shall be tested by comparison with distilled water. Comparison

shall be made by means of standard cement tests for soundness, time of setting and mortar strength as

specified in I.S.269-1976. Any indication of unsoundness, change in time of setting by 30 minutes or

more or decrease of more than 10 per cent in strength of mortar prepared with water sample when

compared with the results obtained with mortar prepared with distilled water shall be sufficient cause

for rejection of water under test.

1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be free of

elements which significantly affect the hydration reaction or otherwise interfere with the hardening of

concrete during curing or those which produce objectionable stains or other unsightly deposits on

concrete or mortar surfaces.

1.4. Hard and bitter water shall not be used for curing.

1.5. Portable water will be generally found suitable for curing mortar or concrete.

3.1 Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag cement as per I.S.

M-4. White Cement :

4.1 The white cement shall conform to I.S. 80412-E

M-5. Coloured Cement:

5.1 Coloured cement shall be with white or gray Portland cement as specified in the item of the work.

5.2 The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of

cement used in the Mix. The mixture of pigment shall be properly grounded to have a uniform colour

and shade. The pigments shall have such properties to provide for durability under exposure to sunlight

5.3 The pigment shall have the property such that it is neither by the cement nor detrimental to it.

6.1. Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle free from injurious

amounts of dust clay, kankar nodules, soft or flaky particles shale, alkali, salts organic matter, loam,

mica or another deleterious substance and shall be got approved from the Engineer-in-charge. The sand

shall not contain more than 8 percent of silt as determined by field test. If necessary the sand shall be

washed to make it clean.

6.2. Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed

The sieve analysis of coarse shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

6.3 Fine Sand: The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

M-8. Stone Grit:

8.1. Grit shall consist of crushed or broken stone and be hard strong, dense, durable, clean, of proper

gradation and free from skin or coating likely to prevent adhesion of mortar Grit shall generally be

cubical in shape and as far as possible flaky elongated pieces shall be avoided. It shall generally comply

with the provisions of I.S. 383-1970. Unless special stone of particular quarries is mentioned, grit shall

be obtained from the best black trap or equivalent hard stone as approved by the Engineer-in-charge.

The grit shall have no deleterious reaction with cement.

8.2. The grit shall conform to the following gradation as per sieve analysis:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation through Sieve Designation through Sieve

8.3. The crushing strength of grit will be such as to allow the concrete in which it is used to used to built up

the specified strength of concrete.

8.4. The necessary tests for grit shall carried out as per the requirements of I.S.2386(Parts I to VII) 1963, as

per instructions of the Engineer-in-charge. The necessity of test will be decided by the Engineer-in-

charge. The necessity of test will be decided by the Engineer-in-charge.

Sand: Sand Shall conform to specification M-6.

10.1. Proportion of Mix : 10.2.1. Mortar shall consist of such proportions of slaked lime and sand as may be

specified in the item. The slaked lime and sand be measured by volume.

10.2. Preparation of Mortar :

10.3.1. Lime mortar shall be prepared by wet process as per I.S. 1625-1971. Power driven mill shall be used for

preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer and ground for

the 180 revolutions with a sufficient water. Water shall be added as required during grinding (care being

taken not to add more water) that will bring the mixed material to a consistency of stiff paste.

Thoroughly wetted sand shall then be added evenly and the mixture ground for another

10.3. Storage : 10.4.1 Mortar shall always be kept damp, protected form sum and rain till used up , covering it

by tarpaulin or open sheds.

10.4. Use : 10.5.1 All mortar shall be used as soon as possible after grinding it should be used on the day on

which it is prepared. But in no case mortar made earlier than 36 hours shall be permitted for use.

LABOUR WORK OF LAYING AND JOINTING OF /CAST IRON PIPES.

 LABOUR WORK OF LAYING AND JOINTING OF CAST IRON SLUICEVALVES. & BEND AND

 LABOUR WORK OF LAYING AND JOINTING OF CAST IRON TEE.

 LABOUR CHARGES FOR FIXING ANY KIND OF SPECIALS & MAKING CONNECTION OF

PROPOSED LINE WITH EXISTING MUNI.MAIN.

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.

The mode of measurnment shall be on Rmt basis.

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

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 his own cost.

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

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

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 from water.

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 inspected.

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

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 got 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 sideif 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

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 Diameter mm Spun Yarn Mass Kg

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

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Pipe mm Lead/ Joint Kg Depth of lead 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

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 the pipe.

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 Laying Of WPL line shall be paid on Rmt basis.

 Mode of measurement for Item of Sluice Valve Measurement shall be paid on No basis.

 Mode of measurement for Item of fixing other specials Measurement shall be paid on weight Kg.

basis. The weight will be calculated as per standard ISI weight of every special.

 Mode of measurement for connection of proposed line with Muni. Main Measurement shall be paid

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

The mode of measurnment shall be on Nos. basis.

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 instruction of Engg.In charge item include. necessary Excavation, removing

or making joints,refilling etc.comp. as directed by Engg in charge.

The mode of measurnment shall be on Nos. basis.

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.

Cutting existing line of following diameters, recovery loading and carting back to AMC store of existing

specials including all allied works like pumping out water, working in wet condition working at an

instructed specific time of day or night.

The excavation for jointing work shall be done to the required width length and depth as directed

by Engineer - in - charge or his representative. The excavated materials from the gap shall have to be

deposited within a lead of 50mt. or as directed by Engineer - in- charge. The relevant

specification fore excavation and refilling shall conform to Item No. 1. above.

After completion of excavation work jointing shall be done between the periods of two water

supply time in such a way that it will not affect the water supply time in any part of city. This item

includes the work of cutting the existing lime labors for jointing of C.I. specials and valves

with the existing line the dewatering required etc. complete.

All the necessary care shall be taken by the contractor during jointing work so that pipe shall

not be cracked beyond the cutting limit.

After completion of jointing work and testing of lead joints. The gap shall be refilled after obtaining

necessary permission of Eng ineer - in- charge of the work.

The jointing work shall be in line and level with other existing network.

The payment shall be in made on No basis for all the jointing work made for this work.

The mode of measurnment shall be on Nos. basis.

Labours charges for collecting specials from Municipals store loading,transportation, unloading to

the site, laying and fixing CI specials inclusive of all jointing materials like lead, spun etc.and labour,

exacavation re-filling and nece. dewatering as per instrucation of engg. incharge

The mode of measurnment shall be on Kg. basis.

Fixing of valve Road box incl .locating valve, nece. excavation, Brick Masonary,PCC work. Item also

inclues cartring form AMC store to site. Etc.Comp. as directed

The mode of measurnment shall be on per No. basis.

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 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)

The mode of measurnment shall be on per no basis.

Excavation for trail pit of maximum diamension of 1.5 mt x0.75 x 1.5 mt depth for location of existing

line including excavation but excluding cost asphalt cutting but including refilling, watering etc. comp as

per instruction of Engg in charge.

The mode of measurnment shall be on Nos. basis.

Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as per instruction engg. In charge etc.comp.

The mode of measurnment shall be on Nos. basis.

Labour Work for temp Jodan of ex.line for running water supply incl making collar between gap

of pipe & jointing with jute & day after removing all this as per inst etc.comp as dire.

The mode of measurnment shall be on Nos. basis.

Labour charges for doing washout of water pipe line at end including necessary excavation refilling the

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. etc. comp. as per instruction.

The mode of measurnment shall be on Nos. basis.

Supplying wooden taper bunches from jungle wood (Like limda, ambo)Etc.comp.

The mode of measurnment shall be on Nos. basis.

Conveyance charge of earth ,lime,murrum, building rubbish,manual garbage,sludge,excavated rock ,fly

ash, aggregate of any kind etc. comp.up to 5.0 Km. Lead

The mode of measurnment shall be on Cmt basis.

Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to

meter including demolishing the asphalt carpet,metal,soiling etc.comp. with stacking the material as

a) up to 0.20 meter thickness (By Manual)

b) Up to 0.30 meter (By Breaker Machine including cost of operator, fuel, & transportation etc

c) 0.30 meter & above (By Breaker Machine including cost of operator,fuel & transportation etc

The mode of measurnment shall be on Smt basis.

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)

The mode of measurnment shall be on Hr. basis.

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

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

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

(No payment should be allowed for non working condition of machinery and for pipe line excavation

and laying work)

The mode of measurnment shall be on Hr basis.

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed

etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working

condition of machinery )

The mode of measurnment shall be on shift basis.

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 at every 2000 mm centre to centre or

shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

The mode of measurnment shall be on Rmt basis.

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

pavement of any thickness, demolition of brick work in CM of any proportion including stacking of

serviceable materials and disposal of unserviceable material etc. comp. as directed.

The mode of measurnment shall be on No. basis.

Barricading the entire break down or 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 out side to avoid accident &

for smooth traffic diversion & movement including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out the work with necessary required

arrangement. The same shall be removed after completion of work. (Only for break down work from

start to complete).

The mode of measurnment shall be on Rmt. basis.

Labour work for fixing interlocking blocks/any kind of pavment on up to 50 mm th sand bedding,

levelling, watering and fixing in line & level as well cleaning the site etc.comp.as.directed.

The mode of measurnment shall be on Smt. basis.

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

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

Materialby tipper to site, laying inuniform layers insubbase/ base course on wellprepared surface and

compacting with vibratory roller to achieve the desired density as per Codal Provision.

Production & Supply of WMM

The mode of measurnment shall be on Cmt. basis.

Contractor’s Signature Add. Cit y Engi neer

And All type ON SITE Material responsibility only Labour contractor.

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:638Specificationforsheetrubberjointingandrubberinsertingjointing.

(b) IS:782Specificationforcaulkinglead.

(c) IS:1538SpecificationforcastionfittingsforPressurepipesforwatergasandsewage.

(d) IS:3114Codeofpracticeforlayingofcast-iron.

(e) IS:3400Methodsoftestforvulcanizedrubber(Partsto20)

(f) IS:5382SpecificationforrubbersealingringforGasmainswaterandsewers.

(g) IS:6587Specificationforspun/yarn.

CARTINGANDHANDLING:

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

pipesfittingandvales withtailpiecesintransit loading/unloading.Everycare shallbeexercisedin

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 skidstoavoiddamagetothecoatingSuitablegapebetweenpipesshouldbelift at intervalsin 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 addedon one

side of the stretch only. Thepipesshallbe checked for any visibledamage (suchas 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.Pipesshouldbe stacked withsufficient packingtoprevent rollingof 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 clean ground and wedges shall be provided at the bottom layer to keep

thestackstable. Thestackshallbe inpyramidshapeorthelaid lengthwise andcrosswise inaltimeter

layers.Thepyramidstackshallbe madeforsmallerdiameterpipesforconserving spacein storing

them.The height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail piecesshall

be stacked under coverand separated frompipes. Rubberringsshallbe stored in clean coolstore 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.

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

department of ads traffic water supply and the drainage electricity broad telephone comp anyetc.

Wherever necessary.

Roadreinstatementshallnotbeincludedinbackfillingunlessspecified.

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 main lined 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 his own cost.

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 50mm to 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 done within 24 hrs. by parts or whole work so that water supply from

AMC shall not be disturbed.

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

safeangleorstepsasrequiredordirectedathisowncostNoextrapaymentshallbemadeforsuch

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 asdirected. The extra depth or width shallbe made up with concrete of

the same proportion as specifiedfor 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.

SurfaceExcavationforRoadWork:

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.

Excavationintrenchesforservicelines-WatersupplyandDrainage:

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 from water.

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

entirelengthofthepipe.Thetrenchshall bedeepenedandwidenedlocallyto receivethesockets and to

permit the joint to be made and inspected.

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

DisposaloftheExcavatedStuff:

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.

FilingofTrenches:

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 andconsolidated

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

surfaceshallbefloodedwith waterforatleast24hoursand allowedtodryandthenrammedand

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 forfilling

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

FILLINGMATERIALS:

Filling materialsmay be either excavated stuff ofselected materialsbrought fromoutside.

Excavated stuff or selected earth to be used shall be cleared of all rubbish large size stones brick

batsetc. complete andbig clodsshallbe brokendown toasizeof50mmor less. Theselectedsoil 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 got 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.

Thecontractorshallberesponsibleforanysettlementduringpassageoftime ofduringmonsoon 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 isnot 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 requirement.

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 associatedwith

correctingdefects inthisregard includingreplacementof rubberringsshallbefullyborneby the

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

spigotendofthepipetobejointedissmoothandhasbeenproperlychamferedthattherubberring as per IS

5382 is correctly positioned in the socket and that the two pipes are accurately in line,beforethe

joint ismade.Therubber ringsand any recommendedlubricant shallbe obtained only through the pipe

supplier or as directed by the Engineer.

LEADCALCULATINGJOINTS

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.

QuantitiesofspunYarnforDifferentSizesofPipes

(Materialsforsinglecollarjoints)

NominalInternal SpunYarnMass

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:

QUANTITIESOFLEADYARNFORDIFFERENTSIZESOFPIPES

NormalSize Lead/Joint Depthof

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 inbeing carried from the melting potto the joint and shallbe

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 the pipe.

Afterthe lead hasbeen 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 shallfirst be removed and any lead outsidethe socket shallbe

removed with aflat chiseland 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.

Fillingavailableexcavatedearth(excludingrock)intrenchesplinthsidesoffoundationetc.

in layers not exceeding 20 cams.In depth consolidating each deposited layer by ramming

The refillingwill generallyreferto refillingofpipelinetrenches,foundation trenchesupto

plinth level or ground level with excavated stuff selected soil brought from outside.

ClearingorTrenchesorGround:

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

Theyshallbewellwateredbeforestuffislaid.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE

THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS

AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE

FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

SealandSignatureoftheBidder Add.CityEngineer(WestZone)

AmdavadMunicipalCorporation

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bntldh muJtmœl – œrûtK vrùbÍtul

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is

employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child

labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement and

also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date

06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining

amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

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

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same

shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These

shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be

necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly

filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published

by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same

with the tender documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be

entertained under any circumstances.

Clause : 5 Schedule Of Maintanance

Contractor Should have to manage following condition for maintanance of water pipe line work as per

Engineer instruction

Sr.no. Mode Of Complaint Required machinory / Labour Remarks

Either Whatsup or Email Required as per site Condition or

3 Engineer Instruction

Complaint Received by higher

Authority / Councilor/ by Public

If Contractor Not Follow Schedule Of Maintanance

1. Whenever a work is allotted by Engineering staff, whether minor or major of part thereof of any amount, the

contractor shall be bound to start the works within 48 hours of intimation of work. Communication done

telephonically via SMS ,ViaWhatsapp and through letter /E-mail shall be considered legal and binding for

2. Failure of comply to start the works in 48 hours of intimation as above by contractor the contractor shall be

levied penalty of (1) Rs.1000/-per day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for

tenders amounting above 10 Lakhs and upto 30Lakhs), (3) Rs.5000 per day (for all tenders amounting

above 30Lakhs).

Three times failures by contractor shall make contractor responsible to be blacklisted unless and otherwise

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

3. The Contractor shall adhere to the maintenance schedule outlined in the tender documents and

comply with the prevailing AMC circulars issued from time to time.

Contractor's Sign Addl.C.E.(westzone)

Mobile No:- Mobile No.:-