Leakage repair and other related work at various places in Memnagar area and other areas in Bodakdev ward of North West Zone. (ARC).

Name of work: Leakage repair and other related work at various places in Memnagar area and other areas

in Bodakdev ward of North West Zone. (ARC)

E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

Department name Engineering Department

Circle/Division North west Zone

IFB No/Tender Notice No. Tender no 142 tender notice no- 7/2025-26

Name of Work Leakage repair and other related work at various

places in Memnagar area and other areas in Bodakdev

ward of North West Zone. (ARC).

Estimate contract value(INR) Rs.

Period of Completion 12 Months

Bidding Type Open/Limited

Tender Currency Type --------------

Tender Currency Settings --------------

Joint venture Applicable/Not Applicable

Rebate Applicable/Not Applicable

Amount Details:

Bid Document Fee: Rs.900.00

Bid Document Fee Payable to: Municipal Commissioner, Ahmedabad

Bid Security/ EMD (INR) Rs.11500.00

Bid Security/ EMD In Favor of Municipal Commissioner, Ahmedabad

Bid Document Downloading Start Dates Automatic System Generated

Bid Document Downloading Start Dates Automatic System Generated

Pre Bid Meeting Not Applicable

Last Date & Time for Receipt of Bids

Bid Validity Period 120 Days

Remaks Submission of EMD.Tender fee and Other Documents

during office hours : On date 20/01/2026 & 17:00 Hrs. in

the Office of Assistant Manager (North West Zone Office,

Rajmata vijyaraje Sindhiya bhavan,Nr.Atithi dining

hall,Judjes bunglow road, Bodakdev

Bid Opening Date

Officer Inviting Bids: Assistant Manager (North West Zone)

Bid Opening Authority: Assistant Manager (North West Zone)

Address: Rajmata vijyaraje Sindhiya bhavan, Nr. Atithi dining

hall, Judjes bungalow road, Bodakdev

Contact details: 079-32981396

E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

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E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

As per Government of Gujarat G.R.No.- FD/MSM/e-file/4/2023/4020/2859 D.M.O. Date:01/05/2025

approved Banks are...

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

All nationalized Banks

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

2026. 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 :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammu and Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-Operative Bank Ltd

2. Nutan nagrik Sahakari Bank Ltd

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SVC Co-operative Bank

6. SBPP Co-operative bank

7. The Cosmos co-operative bank

E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

8. The Gujarat state Co-operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative bank

12. The kalupur Commercial Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin bank

16. Saurashtra Gramin Bank

E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

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Seal and signature of the bidder Add. City Engineer

Date :- AHMEDABAD MUNICIPAL CORPORTION

E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

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E:\Google Drive Folder\Tender\2025-26\Notice No-7\Tender No 142 Water Line\T No 142 Water Leakage.doc Page

Tender Fee : Rs.900.00 Date of submission : 19/01/2025 Time : 18:00 Hrs.

Earnest Money : Rs.11500.00 Date of Opening : 21/01/2025 Time : 12:00 Hrs.

Contractor’s Name & Address

Ahmedabad Municipal Corporation

Engineering Department - North West Zone

Name of Work :- Leakage repair and other related work at various places in Memnagar area

and other areas in Bodakdev ward of North West Zone. (ARC)

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

Providing FoR Cost of Materials & supplying at

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in position

A 1.00 complete upto floor two level (R & B Building SOR 21-22 71.71 K.G

Item no. 5.4.11 I.code 05014C)

Lead (AMC central Stroe i.code 18910001 rate as on

Jute (Spun Yarn) (AMC central Store i.code

rate as on dated 21.02.2023)

Nut Bolt (AMC central Store i.code 10550138 rate as on

MS Plate (as per building SOR)

MS Blank flange

2 0.00 Providing & supplying For Welding Joints -

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

A 1.00 lighting and other requirements with Arranging diesel to 2,500.00 SHIFT

run the D.G. Set Do As Directed. 8 Hrs Shift.

Rent of Welding machine per shift

Rent for Grinder machine per shift

Gas Cutting set per shift

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Rent of Tools & Other Charges

Rent of Chain pulley block & Tripod

3 1.00 Providing For Masonry & RCC Work -

M-Seal 100 gm pack

Cement bag (As per building SOR I.code M143)

Grit- Aggregates (As per building SOR I.code M176)

Kapachi Aggregates (As per building SOR I.code M178)

Sand (As per building SOR I.code M209)

H 1.00 Brick (As per building SOR I.code M166) 3.57 NO

Providing and laying controlled cement concrete M.200

and curing complete excludingthe cost of formwork and

reinforcement for reinforced concrete work in (A)

4 6.00 Foundations,footings, Base of columns and Mass 3,874.20 Cmt

concrete (Building SOR 21-22 I.no. 5.8.2 I.code

Labour charges for repairing of lekage CI/Di pipe line of

following diameter at different places including

necessary excavation manually or by machinery,

removing of mud, dewatering, cleaning of pipe, cutting

of pipe, Jointing & repairing using CID joints including

5 0.00 CID joints, rubber rings, nut bolts, hiring excavator, -

Hydra/ Crane, dewatering machine, fuel, operator etc

complete ( including cost of jointing material but

excluding cost of pipe) (GWSSB SOR 22-23 SECTION 1 G

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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

6 0.00 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 pipe) (GWSSB SOR 22-23 SECTION 1 G

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Providing, supplying and fixing check nut for sluice

7 0.00 valve. C.I./ M.S./G.M. or Brass. Instruction of engg. In -

Labour charges for repiaing of Sluice valve / Reflux valve

inlcuding materials, labours and testing etc. Complete.

8 0.00 (i) Replacing of S.S. Spindle only (GWSSB SOR 22-23 I.no. -

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Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

9 0.00 nominal bore, tube fitting and clamps including making -

good the wall ceiling and floor.(Building SOR 21-22 I.no.

40 mm dia (I.code no. 23001EA)

25 mm dia (I.code no.23001CA)

20 mm dia (I.code no. 23001BA)

15 mm dia (I.code 23001AA)

50 mm dia (I.code no. 23001FA)

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

10 0.00 every shall be concealed as directed including necessary -

Tee ,bend, any joint & any fittings etc. including testing

of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials (Building SOR 21-

15 mm (I.code no. 23061)

25 mm (I.code no. 23062)

32 mm (I.code no.23063)

40 mm (I.code no. 23064)

50 mm (I.code no. 23065)

110mm (I.code no. 23067)

160 mm (I.code no. 23066)

Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness upto

11 0.00 meter including demolishing the asphalt carpet, metal, -

soiling etc. comp. with stacking the material as directed.

(As per Road ARC tender 22-23)

up to 0.20 meter thickness (By Manual)

0.20 to 0.30 meter (By any type of Breaker Machine or

b 39.00 R.C.C.Cutter machine including cost of operator, fuel, & SMT

transportation etc complete.

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0.30 meter & above (By any type of Breaker Machine or

c 116.00 R.C.C.Cutter machine including cost of operator, fuel, & SMT

transportation etc complete. 311.08

Providing and Making hole for House connection on

12 0.00 C.I./D.I. or M.S. with labour cost. Instruction of engg. In -

charge (As per previous tender Rates)

2.0" dia on CI/DI Pipe up to300mm dia.

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

13 0.00 after laying pipe, covering and temptation of carting -

surplus earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joints shall be made

tight & leak free etc. comp. (As per previous tender

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Removing & relaying of existing CI/DI pipe line &

Specials, Cleaning of pipe & Specials from Inside,

14 0.00 including excavation, refilling etc. comp. in line & level -

with any type of joints as per instruction of engg. in

charge (As per previous tender Rates)

Labours charges for collecting specials from Municipals

store loading , transportation, unloading to the site,

laying and fixing CI specials inclusive of all jointing

15 173.00 materials like lead, spun etc.and labour, exacavation re- K.G

filling and nece. dewatering as per instrucation of engg. 21.00

incharge (As per previous tender Rates)

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

16 0.00 including cost of total nos. of nuts, bolts, Necessary -

gaskets and excluding fixing of tail pieces with lead &

jute etc complete as directed by Engg. in charge. (As per

previous tender Rates)

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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,

17 0.00 supervisor, etc. complete. Rate also includes electric -

cutter, dewatering pump fuel and transportation of

machineries, chain pulley block if requires working at an

instructed specific time of day or night etc. complete.

(As per previous tender Rates)

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

18 0.00 proportion including stacking of serviceable materials -

and disposal of unserviceable material etc. comp. as

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

Fitter at day / Night (As per min.wages circular of GOG)

Makadam/ supervision/Fitter at day / Night

Dewatering by pumping set of required capacity

including temporary platform carting pumping at site

and fixing the same in position including all accessories,

19 289.00 and fuel and labour etc. Complete (A) Pump set of 18.32 HP/Hr.

Capacity (GWSSB SOR 22-23 Section 2E-miscellaneous

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work

& also during unavoidable condition as per instruction

20 48.00 of Engg. In Charge, rate includes all nece. Shifting, fuel Hour

and operating charges and stacking of useful & non- 600.00

useful materials separately up to store. (As per previous

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

21 35.00 fuel, power Supply etc. Complete as Directed. (As per 600.00 Hour

previous tender Rates)

Excavation for trial pit for location of existing line

22 116.00 including excavation of any depth including refilling, NO

watering etc. Comp (As per previous tender Rates)

Labour charges for doing washout of water pipe line at

end including necessary excavation of pit, allowing the

water to flow for 15 minutes twice or thrice as per site

23 18.00 condition during supply hour, dewatering the pit and NO

plugging with existing wooden butch and refilling the pit 670.00

.etc. comp .as per instruction (As per previous tender

P/S OF good quality of rubber rings for following dia

meter. (As per previous tender Rates)

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Supplying wooden taper butches from jungle wood (Like

25 0.00 limda, ambo) Etc. comp. (As per previous tender Rates) -

15 Mm dia. to 20 MM dia.

25 Mm dia. to 37 MM dia.

80 mm dia to 100 mm dia line

Labour charges for repairing of sluice valve / reflux valve

including materials, labours and testing etc.,complete

26 0.00 (B) Replacing of Glan packing only (GWSSB SOR-22-23) -

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Providing and laying (to level or slopes) and jointing with

stiff mixture of Cement Mortar inproportion 1:1 Salt

27 0.00 glazed stoneware pipesincluding testing of pipes and -

complete.(R &B building SOR -21-22 Item no. 24.1)

100 mm (I.code 24001AA)

150 mm (I.Code 24001BA)

Fixing of valve Road box incl .locating valve, nece.

excavation, tem also inclues cartring form AMC store to

28 6.00 site. Etc.Comp. as directed (As per previous ARC tender 446.00 NO

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

29 0.00 tipper to site, laying in uniform layers in sub- base / base -

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

Codal Provision. (RA Approved St.Com.Res

PRODUCTION & SUPPLY OF WMM

Hiring of Tractor with trolley considering 8 Hrs. As

30 2.00 working Day hours inclu. Driver (GWSSB SOR -22-23 DAY

Section 2E- Miscellenous Item no. 7) 2,104.09

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 outside to avoid accident & for smooth

traffic diversion & movement including cautionary

31 58.00 board etc. Item also includes for making temporary RMT

sufficient nos of lighting arrangement throughout the 87.00

work with necessary required arrangement. ..The same

shall be removed after completion of work. (Only for

break down work from start to complete) (As per

previous ARC tender rates)

Reinstatement of Asphalt road/any kind of

32 20.29 paving/flooring using the same material. (As per Smt

previous ARC tender rates) 200.00

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Providing & supplying & Laying diff. dia. Sluice Valves

Glen dory leakage repairing the excavation in any type

33 12.00 of soil, refilling, necessary nuts, bolts etc complete as 385.00 NO

directed by Engg. in charge.

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Leakage repair and other related work at various places in Memnagar

area and other areas in Bodakdev ward of North West Zone. (ARC)

2 Time Limit 12 month

3 Eligibility Criteria Register “E-2” Class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.

5 Earnest Money Deposit Rs.11500.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per finanance circular No 21) in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand

Draft or Bank Guarantee shall be from Nationalized Bank and valid for

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(B) Retention 1. @ 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.

7 Tender fees Rs.900.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 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 (North West zone), Ahmedabad Municipal

Corporation, North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.19/01/2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.21/01/2026 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi hotel, Bodakev,

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

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

Specification be applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

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 Add. City Engineer

(North West Zone)

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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 Bid Security Completio

No. value of works (Rs.) n Period

1 Leakage repair and other related work at Rs. 1150000.00 Rs.11500.00 12 months

various places in Memnagar area and other

areas in Bodakdev ward of North West Zone.

2. Tender (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand

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

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

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. up to Dt.19/01/2026 at 18:00 hrs tender

fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid submission.

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

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

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

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.20/01/2026.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

only apply. Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

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

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

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

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

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

of Contractors.

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

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

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

by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

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

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

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

shall be taken as final.

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

17. Lift shall be measured from plinth level.

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

shall be deemed to be included there in.

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

is in the form of a designation containing the number of the specification of the material and

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

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

the contractor from the responsibility of replacing defective material brought on site or materials

used in the work found defective at a later date.

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

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

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

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

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

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

the site of work within 24 hours.

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

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

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

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

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

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

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

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

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

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

works as also of the work itself.

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

percent towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum

will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/2022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) from opening of price bids.

SECURITY DEPOSIT

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

to the Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee,

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

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

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 ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : Leakage repair and other related work at various places in Memnagar area

and other areas in Bodakdev ward of North West Zone. (ARC)

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 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 or AMC 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.

3. Eligible Material, Equipment and Services

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3.1 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

4. Qualification of the Bidder

4.1 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 bidder.

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

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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:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

4.2 Disqualification

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

of the following reasons:

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

included in document.

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 AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after time

limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 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

6. Cost of Bidding

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

he Employer will in no case be responsible or liable for those costs.

7.1 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.

7.2 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.

B. Preparation of Bids

8. Language of Bid

8.1 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 shall prevail.

9 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

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10.1 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 by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill 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 along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

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

shorter period.

11.2 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 there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A 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 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB)

for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of more

than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security 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

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12.4 The Bid Security may be forfeited

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

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

13.2 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.

13.3 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.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager "North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev Ahmedabad.

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR Leakage repair and other related work at various places in Memnagar area and other areas in

Bodakdev ward of North West Zone. (ARC).

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

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

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

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

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Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. 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.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security 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.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

with valid Bid Security will be taken up for further evaluation. In case, the Bank does not confirm

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the Bid Security, the bid shall be rejected as non-responsive and no further evaluation carried

19.3 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 that the

Employer may require.

19.4 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 non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

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documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

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

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

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24.1 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 AMC and the response by bidder shall be in writing or by

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

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

25.1 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.

F. Award of Contract

26.1 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 previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

28.1 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 (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

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

29. Signing of Agreement

29.1 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.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 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.

i) “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

ii) “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

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

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

high quality work within the given time schedule.

2. 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 the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. 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 any stage.

10. 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 will

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

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

are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

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The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as per

the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor 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.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions for

the traffic. The Contractor shall and must provide above at his own cost. If the Contractor fails

to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

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

etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

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23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. 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.

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and

the amount of actual Testing charges shall be adjusted in the final bill.

26. 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 Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT: Leakage repair and other related work at various places in Memnagar

area and other areas in Bodakdev ward of North West Zone. (ARC)

Add.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Bill of Quantities, Drawings and Addenda for the

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

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5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf of

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Add.City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

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

barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public. If

any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the decision of the Dy.

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

completion of work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

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

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

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on floor or

any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

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

the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based on current

market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

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

shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry out the works and

he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and design is entertained.

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

measures boxes according to this measure.

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

compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this work and

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

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

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

4. Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is available

in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road Works

Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

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.

(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.

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

has to follow other govt.rules.

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

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by

A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along

with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of

any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

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

before submission tender duly filled in by the contractor. Therefore, the contractor shall have to watch such

addendum or corrigendum or correction published by A.M.C through its website www.egovamc.com.

Tenderes shall verify the number of addendum issued and enclose the same with the tender documents,failing

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

any circumstances.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

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SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK : Leakage repair and other related work at various places in Memnagar

area and other areas in Bodakdev ward of North West Zone. (ARC)

Item No.01 Providing FoR Cost of Materials & supplying Laying at Materials

Providing FoR Cost of Materials & supplying Laying at Materials

No. Item The mode of

measurement for

Providing TMT Bar FE415 reinforcement for R.C.C. K.G

A work including bending, binding and placing in

position complete up to floor two level

B P/F dead shuttering for slab, beam etc. SMT

D Jute (Spun Yarn) K.G

G MS pipe /piece K.G

H MS Ring flange K.G

I MS Blank flange K.G

J Rubber Gasket K.G

Item No.02 Providing & supplying For Welding Joints.

Providing & supplying For Welding Joints.

No. Item The mode of

measurement for

Hiring and operating the 20 KV 3 Phase Electric SHIFT

Generator for operating desilting machinery, and

lighting and other requirements with Arranging diesel

to run the D.G. Set Do As Directed. 8 Hrs Shift.

B Rent of Welding machine per shift SHIFT

C Rent for Grinder machine per shift SHIFT

D Gas Cutting set per shift SHIFT

E LPG bottle NO

F Oxygen bottle NO

G Rent of Tools & Other Charges SHIFT

H Rent of Chain pulley block & Tripod SHIFT

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S.S. Spindle Rod, any Dia. With threads. (Wt.of K.G

Finished Material)

J Gun Metal Nut with threads. (Wt.of finished Material) K.G

K Rubber Paint LITER

L Transportation of machinery to or Fro TRIP

M Electric Demolition Hammer (11-E) per shift NO

Item No.03 Providing For Masonry & RCC Work.

Providing For Masonry & RCC Work.

No. Item The mode of

measurement for

Conveyance charge of earth ,lime,murrum, building CMT

rubbish, manual garbage , sludge ,excavated rock ,fly

ash, aggregate of any kindetc. comp. Up to 5.0 Km.

B M-Seal 100 gm pack NO

C Cement bag BAG

D Kapachi + Grit- Aggregates CMT

Item No.4 Providing and laying controlled cement concrete M.200 and curing complete

excludingthe cost of formwork and reinforcement for reinforced concrete work in

(A) Foundations,footings, Base of columns and Mass concrete (Building SOR 21-22

I.no. 5.8.2 I.code 05024AA)

Providing and laying controlled cement concrete M.200 and curing complete

excludingthe cost of formwork and reinforcement for reinforced concrete work in

(A) Foundations,footings, Base of columns and Mass concrete.

The mode of measurement for payment on Per CMT.

Item No.5 Labour charges for repairing of lekage CI/Di pipe line of following diameter at

different places including necessary excavation manually or by machinery,

removing of mud, dewatering, cleaning of pipe, cutting of pipe, Jointing &

repairing using CID joints including CID joints, rubber rings, nut bolts, hiring

excavator, Hydra/ Crane, dewatering machine, fuel, operator etc complete (

including cost of jointing material but excluding cost of pipe) (GWSSB SOR 22-23

SECTION 1 G I.NO 3)

Labour charges for repairing of lekage CI/Di pipe line of following diameter at

different places including necessary excavation manually or by machinery, removing

of mud, dewatering, cleaning of pipe, cutting of pipe, Jointing & repairing using CID

joints including CID joints, rubber rings, nut bolts, hiring excavator, Hydra/ Crane,

dewatering machine, fuel, operator etc complete ( including cost of jointing

material but excluding cost of pipe)

The mode of measurement for payment on Per No.

Item No.6 Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line with

specials incl. required materials such as jute and lead etc , nece. excavation in any

type of soil, refilling, nacessary trust block etc.comp. as per instruction of engg.in

charge. (Joint reparied under this item should not be paid in next four months

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under normal condition)

Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line

with specials incl. required materials such as jute and lead etc , nece. excavation in

any type of soil, refilling, nacessary trust block etc.comp. as per instruction of

engg.in charge. (Joint reparied under this item should not be paid in next four

months under normal condition)

(A) 80 Mm dia. to 100 MM dia.

(B) 150 Mm dia. to 250 MM dia.

(C) 300 to 450 mm dia

The mode of measurement for payment on Per Joint Basis.

Item No.7 Providing, supplying and fixing check nut for sluice valve. C.I./ M.S./G.M. or

Brass. Instruction of engg. In charge.

Providing, supplying and fixing check nut for sluice valve. C.I./ M.S./G.M. or

Brass. Instruction of engg. In charge.

The mode of measurement for payment on No's Basis.

Item No.8 Labour charges for collecting sluice valves with tail pieces from Municipal stores.

The rate is loading, transporting to the site, installing and jointing C.I. sluice

valves inclusive of all jointing material like lead, jute Bolts, nuts, washer, Rubber

packing etc. comp.

Labour charges for collecting sluice valves with tail pieces from Municipal

The rate is loading, transporting to the site, installing and jointing C.I. sluice valves

inclusive of all jointing material like lead, jute Bolts, nuts, washer, Rubber packing

The mode of measurement for payment on No's Basis.

Item No.09 Provdg. And fixing to wall, ceiling & floor galvanised mild steel tubes (Medium

Provdg. And fixing to wall, ceiling & floor galvanised mild steel tubes (Medium

No. Item The mode of

measurement for payment

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Item No.10 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.

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 measurement for payment on Rmt. Basis.

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing the asphalt carpet, metal, soiling/cutting

Reinforcement etc. comp. with stacking the material as directed. (a) up to 0.20 meter

thickness (By Manual)(b) 0.20 to 0.30 meter (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, & transportation etc complete.(c)

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc complete.

The Item shall be carried out as per Item description and as per instruction of Engineer-in-

Charge and/or his authorized representative.

The rate includes the cost of excavation of bituminous macadam i.e. bituminous layers only

like DBM, BC etc including the labours, tools, equipment and all other incidental expenses.

Non Bituminous Sub-layer/Sub base are not considered in this item.

Work shall be carried out manually or by Machinery as per site requirements.

Item No.12 Providing and Making hole for House connection on C.I./D.I. or M.S. with labour

cost. Instruction of engg. In charge.

Providing and Making hole for House connection on C.I./D.I. or M.S. with

labour cost. Instruction of engg. In charge.

(F) 2.0" dia on CI/DI Pipe up to 300mm dia.

The mode of measurement for payment on No's Basis.

Item No.13 Transporting from A.M.C. store and laying spigot and socket C.I. pipe line incl.

jointing jointing materials with tyton joint. Rate incl. excavation as per requirement

in any soil, refilling after laying pipe, watering & temptation & carting surplus earth

up to any lead & clearing the site. all joint shall be water tight & leak free.etc comp.

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SCOPE :This Specification covers the requirements for collecting from Municipal Stores or

contractor’s stack yard transportation of cast to work sites lying jointing and field testing

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

APPLICABLE CODES : Various operations such as transport to work sites lowering in

trenches laying jointing and field testing of cast iron pipes and fittings shall comply with

all currently applicable standards. In all cases the latest revision of the standards shall be

referred to. If requirements of this specification conflict with the requirements of the

standards this specification shall grove.

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

(b) IS: 782 Specification for caulking lead.

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

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

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

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

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

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the

Municipal Stores or contractor’s stack yard to the work sites at places along the alignment

of pipeline as directed by Owner /Engineer. The Contractor shall be responsible for the

safety of pipes fitting and vales with tail pieces in transit loading/unloading. Every care

shall be exercised in handling pipes and fittings to avoid damage. While unloading the

pipes and fittings shall with steadying ropes of by any other means. Padding shall be

provided between coated pipes fittings and skids to avoid damage to the coating Suitable

gape between pipes should be lift at intervals in order to permit access from one side to

the other. In case of spigot socket pipes care should be taken regarding orientations pipes

while unloading. As far as possible pipes shall be ulna added on one side of the stretch

only. The pipes shall be checked for any visible damage (such as broken edges cracking or

spelling of pipe) while undo adding and shall be sorted out for reclamation any pipe which

shows sufficient damage to preclude it from being used shall be discarded shall be

prohibited. Necessary warning boards and lamps should be provided in front and side of

pipes to avoid any accident. Pipes should be stacked with sufficient packing to prevent

rolling of the same. Contractor will be fully responsible for any accident due to pipes or

other materials stacked on site of yard. Contractor will be fully responsible for any legal

formalities arising due to such accident and all legal charges there of shall be paid by

contractor of will be recovered from his running bill of the same or other AMC works.

STORAGE 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

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Fitting and sluice valves with tail pieces shall be stacked under cover and separated from

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

equipment and petrol oils or other chemicals Particularly in the field where the rubber

nods are being used it is desirable that they are left out on the ground in the sun or

overmuch under heavy frost of snow conditions.

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 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 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

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.

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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

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 50 mm and for all lift.

Filing of Trenches:

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

foundation shall be cleared of all dedans brick bats mortar dropping etc. and filled with

earth in layers not exceeding 15 cm Each layer shall be adequately watered rammed well

and consolidated before the succeeding layer is laid. The earth shall be rammed with iron

rammers where feasible and with the butt ends in layer of crowbars where rammer

cannot be used. The plinth shall be similarly filled with earth in layers not exceeding

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

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

The selected soil and or murmur or any other materials shall be got approved before

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 masonary 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

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

laid till the final level is reached to form a thoroughly compacted base.

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

excavated stuff. The refilling shall be raised about 5 cams. For subsequent settlements.

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

monsoon and the same shall be refilled with stuff brought from the out side if necessary.

The process of refilling brunches in plinth watering ramming shall be carried out in such a

way as not to danger to pipe line for foundation footing plinth well etc. already laid or

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.

JOINTING : 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

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

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 maed. 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

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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:

QUNTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

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

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.

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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.

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.

Refilling: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

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 : Measurement shall be paid by Rmt. basis.

Item No.14 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.

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.

The mode of measurement for payment one Rmt. basis.

Item No.15 Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line

with specials incl. required materials such as jute and lead etc , nece. excavation

in any type of soil, refilling, nacessary trust block etc.comp. as per instruction of

engg.in charge. (Joint reparied under this item should not be paid in next four

months under normal condition)

Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line

with specials incl. required materials such as jute and lead etc , nece. excavation in

any type of soil, refilling, nacessary trust block etc.comp. as per instruction of

engg.in charge. (Joint reparied under this item should not be paid in next four

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months under normal condition)

(D) 80 Mm dia. to 100 MM dia.

(E) 150 Mm dia. to 250 MM dia.

(F) 300 to 450 mm dia

The mode of measurement for payment on Per Joint Basis.

Item No.16 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.

(A) 100 mm dia.

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.

(A) 100 mm dia.

Mode of measurement : Measurement shall be taken in No. basis

Item No.17 Labour charge for cutting of existing C.I./D.I pipeline for making branch

connection & existing C.I./D.I tee, collar and other specials like topper etc. if

required. The item including excavation dewatering of trenches and pipe line,

cutting of existing pipeline, including carting of pipe & surplus earth. The work is

to be completed in stipulated time limit without interruption of regular water

supply. The rate includes all necessary precautionary measures to prevent any

land slide in trench and P/F safety grad board on road slide. The joint should be

made water tight and leak free etc complete as instruction given by engg in

Labour charge for cutting of existing C.I./D.I pipeline for making branch

connection & existing C.I./D.I tee, collar and other specials like topper etc. if

required. The item including excavation dewatering of trenches and pipe line,

cutting of existing pipeline, including carting of pipe & surplus earth. The work is to

be completed in stipulated time limit without interruption of regular water supply.

The rate includes all necessary precautionary measures to prevent any land slide in

trench and P/F safety grad board on road slide. The joint should be made water

tight and leak free etc complete as instruction given by engg in charge.

The mode of measurement for payment on No's Basis.

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ITEM No.18 : 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.Mazdoor at day /night

b.Fitter at day / Night

c.Makadam/ supervision/Fitter at day / Night

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.Mazdoor at day /night

b.Fitter at day / Night

c.Makadam/ supervision/Fitter at day / Night

The payment shall be made on No's basis.

Item No.19 Providing and operating Honda Pump including fuel charges & operator Charges

etc... as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set)

Providing and operating Honda Pump including fuel charges & operator

Charges etc... as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set)

The mode of measurement for payment on Shift Basis.

Item No.20 Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as per

instruction of Engg. In Charge, rate includes all nece. Shifting, fuel and operating

charges and stacking of useful & non-useful materials separately up to store. (No

payment should be allowed for non working condition of machinery and for pipe

line excavation and laying work)

Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as per

instruction of Engg. In Charge, rate includes all nece. Shifting, fuel and operating

charges and stacking of useful & non-useful materials separately up to store. (No

payment should be allowed for non working condition of machinery and for pipe

line excavation and laying work)

The mode of measurement for payment on Hour Basis.

Item No.21 Providing & Operating Road Breaker as per instructions given by engg. In charge.

Providing & Operating Road Breaker as per instructions given by engg. In

The mode of measurement for payment on Hour Basis.

Item No.22 Excavation for trial pit for location of existing line including excavation of any

depth including refilling, watering etc. comp

Excavation for trial pit for location of existing line including excavation of any

depth including refilling, watering etc. comp

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The mode of measurement for payment on No's Basis.

Item No.23 Labour charges for doing washout of water pipe line at end including necessary

excavation of pit, allowing the water to flow for 15 minutes twice or thrice as

per site condition during supply hour, dewatering the pit and plugging with

existing wooden butch and refilling the pit etc. comp. as per instruction.

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

excavation of pit, allowing the water to flow for 15 minutes twice or thrice as per

site condition during supply hour, dewatering the pit and plugging with existing

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

The mode of measurement for payment on No's Basis.

Item No. 24 Providing and supplying Rubber ring.

Providing and supplying Rubber ring.

The mode of measurement for payment on No's Basis.

Item No. 25 Supplying wooden taper butches from jungle wood (Like limda, ambo) Etc.

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

(A) 15 Mm dia. to 20 MM dia.

(B) 25 Mm dia. to 37 MM dia.

(D) 80 mm dia to 100 mm dia line

The mode of measurement for payment on No's Basis.

Item No.26 Labour charges for collecting sluice valves with tail pieces from Municipal

The rate is loading, transporting to the site, installing and jointing C.I. sluice

valves inclusive of all jointing material like lead, jute Bolts, nuts, washer, Rubber

packing etc. comp.

Labour charges for collecting sluice valves with tail pieces from Municipal

The rate is loading, transporting to the site, installing and jointing C.I. sluice valves

inclusive of all jointing material like lead, jute Bolts, nuts, washer, Rubber packing

The mode of measurement for payment on No's Basis.

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Item No.27 Providing and laying (to level or slopes) and jointing with stiff mixture of

Cement Mortar inproportion 1:1 Salt glazed stoneware pipesincluding testing of

pipes and joints

complete. (R &B building SOR -21-22 Item no. 24.1)

The mode of measurement for payment on RMT Basis.

Item No.28 Fixing of valve Road box incl .locating valve, nece. excavation, tem also inclues

cartring form AMC store to site. Etc.Comp. as directed (As per previous ARC

The mode of measurement for payment on No Basis.

Item No.29 : Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers in sub- base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per Codal Provision. (A) supplying of

wet mix (B) laying of wetmix

For detailed specification refer 5th revision of MORTH (2013) & also ammendment

shall be applicable to the latest versions.

(A) supplying of wet mix (B) laying of wetmix

Mode of Measurement shall be paid by cubic meter

ITEM No.30 : Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver.

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

The rate shall be paid on Day basis.

Barricading the entire break down or excavated area on lumsum rental basis using

wooden ballies / M.S. angles at max. 2.0 meter center to center, C.G.I sheet, reflective

paint out side to avoided accident and for smooth traffic diversion and movement

including cautionary board etc. the same shall be removed after completion of work.

The height of the barricades should be minimum 1.20 mt from the ground level. The Item

shall be carried out as per Item description and as per instruction of Engineer-in-Charge

and/or his authorized representative. After removal of barricades, all material related to

barricading shall be property of the contractor.

The mode of payment for this item shall be on Rmt. Basis.

Reinstatement of Asphalt road/any kind of paving/flooring using the same material. (As per

previous ARC tender rates)

Reinstatement of Asphalt road/any kind of paving/flooring using the same material. (As per

previous ARC tender rates)

The mode of payment for this item shall be on Smt. Basis.

Item No.33 Providing & supplying & Laying diff. dia. Sluice Valves Glen dory leakage

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repairing the excavation in any type of soil, refilling, necessary nuts, bolts etc

complete as directed by Engg. in charge.

Providing & supplying & Laying diff. dia. Sluice Valves Glen dory leakage

repairing the excavation in any type of soil, refilling, necessary nuts, bolts etc

complete as directed by Engg. in charge.

The mode of measurement for payment on No's Basis.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be

Contractor has to Submit Before after work photos of all works in soft & hard copies as

with time and location stamp in Google map camera app or other different similar apps.

As per instruction of engineer in charge.

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

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