Construction of Brick masonary Compound wall , Pre cast compound wall and Wire fencing at different open municipal plots of Ranip wards of West Zone.

Name of work: Construction of Brick masonary Compound wall , Pre cast

compound wall and Wire fencing at different open municipal plots of

Ranip wards of West Zone.

Tender Invited on Behalf of AMC, West Zone.

Assistant Manager, West Zone,

Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad.

Tender Fee Rs;-

Earnest Money Rs.

Contractor’s Name & Address :

AHEMDABAD MUNICIPAL CORPORATION

MEMORANDUM OF WORK IN BRIEF

1. Name of Work : Construction of Brick masonary Compound wall , Pre

cast compound wall and Wire fencing at different open

municipal plots of Ranip wards of West Zone.

2. Tender Estimated Cost : Rs:- 3,19,50,098.98/-

: 1% of the Tender Cost in the form of Rs. 3,19,501.00/- (D.D. / Pay Order /

3. Earnest Money

- Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.6000.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period :

8 Eligibility Criteria Contractor Registered in “A” Class working with AMC or Registered “A”

Class with the Government of Gujarat, other state Governments, Semi

Governments Bodies, Central P.W.D. & who have a certificate of

registration with employees provident fund organization & who have

Completed at least

1) One Similar Work costing not Less than 80% of the Estimated Cost,

2) Two Similar Work costing not less than 50% of the Estimated Cost, or

3) Three similar work costing not less than 40% of the Estimated Cost

With good Quality and Workmanship in the Last 7 Years and

4) Who have an Average annual Turnover in the last Three

Financial Years should be more than 30% of the Estimated Cost.

5) Bidder has to Submit Statement No. 1 to

9 (i) Last Date of Submission of :

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D, or by

Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be : a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in : The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

10 Date of Opening : 01.05.2026 Upto 15:00 hrs.

11 Place of Submission & Opening : Submission of EMD. Tender fee and other Documents during office hours: On

of Tender date.01.05.2026 Upto 12:00 hrs.West Zone, 2nd Floor, A.M. Office, Dr.

Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad Municipal Corporation, W.Z.

Office, Ahmedabad-380013.

12 Percentage per Day (%) for 0.1% of the Cost of Remaining Work per day from the date delaying the said

Liquidated Damages work up to the date of approved or extended time limit. (As per Circular no.

dated 18/05/2012 issued by M. C.)

Liquidated Damages for delay 10% of the cost of remaining work up to the date of approved or extended time

Maximum limit. (As per Circular no. 9, dated 18/05/2012 issued by M. C.)

13 Defect Liability : As per ‘B-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or major of part

thereof of any amount, the contractor shall be bound to start the works within

Time permitted to start parts of

14 hours of intimation of work. Communication done telephonically via SMS, Via

Whatsapp and through letter / E-mail shall be considered legal and binding for

the same. Failure of comply to start the works in 48 hours of intimation as above

by contractor the contractor shall be levied penalty of (1) Rs.1000/- per day (for

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

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

amounting above 30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise justified properly in

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

Solvency certificate for an amount up to 20% of the Estimated Cost put to tender.

15 Solvency Certificate A solvency certificate to this effect shall be submitted by him not Older than Last

One Year from any Nationalized bank as per Annexure-I

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• All the circulars which were published by Authorities of AMC time by time will be

applicable on said Tender and bound to bidder with out any condition.

• Conditional tenders will not be accepted in any case. Municipal Commissioner

reserves the rights to reject any or all the tenders without assigning any reasons

• The authorized signatory holding Power of Attorney shall only be the Digital

Signatory. In case authorized signatory holding Power of Attorney and Digital

Signatory are not the same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad

Municipal Corporation

Ahmedabad Municipal Corporation

Engineering Department

Abstract Form-1

Name of Work :- Construction of Brick masonary compound wall at different open municipal plots of Ranip wards

1 50.00 Demolition of Brick work and stone masonry including 544.95 Cu.M.

stacking of serviceable materil as and disposalof unserviceable

materials with all lead and lift.(ii) In Cement Mortar.

S.O.R for Building works 2023-24 Item Code : 20003B Item no.

Demolition including stacking of serviceable materilas and

2 50.00 disposal of unserviceable materials with all lead and lift. (i) 1047.38 Cu.M.

S.O.R for Building works 2023-24 Item Code : 20002 Item no.

Removing and scraping of old deteriorated plaster of

3 50.00 any thickness from wall / R.C.C member including 19.38 Smt

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

S.O.R for Building works 2023-24 Item Code : 20045 Item no.

4 2025.00 Excavation for foundation up to1.5 m depth including sorting 115.92 Cmt

out and stacking of useful materials and disposing of

theexcavated stuff upto 50 Meter lead.(A) Loose or soft soil

S.O.R for Building works 2023-24 Item Code : 04001A Pg no.46 -

1.5 to 3.0 mt.depth Cu.M. -

S.O.R for Building works 2023-24 Item Code : 04002A Pg no.46 -

Providing and laying cement concrete1:5:10 (1-

Cement: 5- coarses sand and:10-hand broken stone

5 202.50 aggregates 40mm nominal size) and curing complete 2492.51 Cmt

excluding cost of formworkin (A) Foundation and Plinth

S.O.R for Building works 2023-24 Item Code : 05006A Item no.

Providing and laying controlled cement concrete / Ready

6 0.00 Mix Concrete of M-200 and curing complete, excluding

the cost of form work and reinforcement for reinforced -

concrete work in:

S.O.R for Building works 2023-24 Item Code : 05024AA,

Foundations, footings, base of columns, and mass concrete.

Walls from top of foundations /level up to floor Four level. -

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

(C) 284.00 Cantilever upto floor 4460.36 Cu.M.

Columns, pillars, posts, and struts, up to floor Four level.

Staircase up to floor four level. (excluding landing) -

Vertical and horizontal fins up to floor four level. -

Brick work using common burnt clay building bricks

7 0.00 having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar1:6 (1-Cement :6 -

S.O.R for Building works 2023-24 Item Code : 06002AA,

06002BA Item no.6.13 Pg no.70 -

(A) Conventional (upto 10 ton)

0.00 Extra Rate for brickwork in Above Item for super structure -

above plinth level upto floor two level (B) Conventional

S.O.R for Building works 2023-24 Item Code : 06006A, 06006B

Item no.6.19 Pg no.71 -

(A) Conventional (upto 10 ton)

.Providing TMT Bar FE 415 reinforcement for R.C.C. work

8 78343.00 including bending, binding and placing in position complete up to 66.59 Kg.

floor two level (up to 10 ton)

S.O.R for Building works 2023-24 Item Code : 05014BA Item

Providing 15 mm thick cement plaster in single coat on

9 4230.00 Rough (Similar) side of single or half brick walls for interior 174.83 Sqm

plastering up to floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement :3-sand)

S.O.R for Building works 2023-24 Item Code : 17002A Item

Providing 20mm thick sand faced cement plaster on walls upto

10 4230.00 height 10 metres above ground level consisting of 12mm thick 297.68 Sqm

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

S.O.R for Building works 2023-24 Item Code : 17009 Item

Providing and fixing M.S. grills of required pattern to wooden

11 26600.00 frames of windows etc. with M.S. flats at required spacings 100.17 kg

and frame alround, square or round bars with round headed

bolts and nuts or by screws (A) Plain Grill. (upto 10 ton)

S.O.R for Building works 2023-24 Item Code : 10025AA Item

Providing form work in ordinary timber planking so as to

give a rough finish including centering, shuttering, strutting

12 0.00 and propping etc. height of propping and centering below -

supporting floor to celling not exceeding 4 M & removal

of the same for in situ reinforced or plain concrete work

upto floor four level

S.O.R for Building works 2023-24 Item Code : 09001AA,

09001H1A, 09001H2A Item no.9.1 Pg no.78,79

a 0.00 Foundation, footings, bases of columns etc. and mass 171.68 Smt

b 0.00 (B) Flat surfaces such as soffits of supspened floors slabs 252.00 Smt

Landings and the like. (1) Floors etc. upto 200 mm in thickness.

c 0.00 (B) Flat surfaces such as soffits of suspended floor roof slabs 270.90 Smt

Landings and the like. (2) Floors etc. above 200mm in thickness.

d 0.00 Vertical surface such as walls (any thickness) partitions and the 229.95 Smt

like including attached buttresses & string course & the like.

(ii) Sides And Soffits Of Beam, Haunchings Cantilevers,

e 2016.00 Girders, Bressumers And Lintels Not Exceeding 1 M In 192.15 Smt

f 3120.00 (G) Columns PillarsPosts and struts. (1) Square Rectangular 297.68 Smt

Polygonal in plan.

(2) Circular or curved in plan. -

h 0.00 (H) (2) Sides and soffits of Beams Beam Haunchings canti-levers 259.88 Smt

Girders Bressumers and Lintels exceeding 1M.in Depth.

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape

13 7740.00 even shade after thoroughly brushing the surface to remove all 113.40 Sqm

dirt, and remains of loose powdered materials.etc

S.O.R for Building works 2023-24 Item Code : 19031 Item no.

Filling available excavated earth (excluding rock) in trenches,

14 1244.00 plinth, sides of foundations etc. in layers not exceeding 20 129.10 Cmt

cm. in depth consolidation each deposited layer by ramming

S.O.R for Building works 2023-24 Item Code : 4006 Item no.

15 150.00 Conveyance charge of Earth,Lime, Murrum, building rubbish 235.51 Cu.M.

earch manure or sludge and excavated rock and fly ash,aggregate

of any kind etc.comp.upto 5 km lead.(L.S.)

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats

16 1800.00 fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals 385.40 Rmt

of galvanised steel barbed wire weighting 9.38 Kg. per

Metre, strained and fixed to posts with G.I,staples including

fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT - WEST ZONE

ABSTRACT FORM-2

Name of Work :- Construction of Double Tee Precast/ Prestress Panel compound wall

Supply and Erection at different open municipal plots of Ranip wards of West Zone.

Sr.No. Item Qty. Per Rate Amount

1 Excavation for foundation for depth 129.60 Cmt. 115.92

upto 1.5 m including sorting out and

stacking of useful materials and

disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil

2 Conveyance charge of earth, lime,

murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly

ash, aggregates of any kind executed

outside the road site. Rate also

includes spreading & levelling etc

complete. Internal conveyance above

50 mt done within the work site is

a) Lead From 4 Km to 5 Km. 129.60 Cmt. 52.42

b) Lead From 5 Km to 10 Km. 0.00 Cmt. 78.54

c) Lead From 10 Km to 15 Km. 0.00 Cmt. 104.65

3 Provdg. & laying cement concrete 16.00 Cmt. 2653.7

1:4:8 (1 cement : 4 coarse sand :

hand broken stone aggregates 40 mm

nominal size) and curing complete

excluding cost of form work (A)

Foundation and plinth

4 Supply of Double Tee Precast/Prestress 1350.00 Rmt. 3872.88

Panel of Concrete Grade M‐40 with

size 2000mm X 1990 mm X 50 mm

with tee col.of size 150 X 150 X

5 Erection of Double Tee 1350.00 Rmt. 699.15

Precast/Prestress Panel of Concrete

Grade M‐40 with size

2000mm X 1990 mm X 50 mm eith

tee col.of size 150 X 150 X 50 mm.

6 Provdg. & laying controlled cement 81.69 Cmt. 3977.9

concrete M.200 and curing complete

excluding cost of form work and

reinforcement Foundations, footings,

base of columns, and mass concrete.

7 Distempering in 2 coats with oil 5332.80 Smt 76.08

bound distemper of approved brand and

manufacture and of required shade on

wall surface to give an even shade over

and including a primer coat with

distemper primer of approved brand,

thoroughly brushing the surface free

from mortar dropping and other

foreign material and also inclusive of

preparing the surface even and

smooth etc. complete, as directed.

8 Providing and fixing M.S. grills of K.G.

required pattern to wooden frames of

windows etc. with M.S. flats at

required spacings and frame alround, 10900.00

square or round bars with round

headed bolts and nuts or by screws

(A) Plain Grill. (EXCLUDING GST)

ENGINEERING DEPARTMENT - WEST ZONE

ABSTRACT FORM-3

Name of Work :- Fencing work at Praposed plantation plot,other require places for

potection in ranip ward of West Zone.

Sr.No. Item Qty. Per Rate Amount

1 Providing and fixing 1.82 meter 783.00 Rmt 722.03

high fencing with 2.43 meter

long M.S. angle posts

40mmx40mmx6mm and oil

painting three coats, fixed at

2.50meter C/C with Seven

horizontal lines and two

diagonals of galvanised steel

barbed wire weighing

9.38Kg/100Rmt, strained and

fixed to posts with G.I. staples,

including fixing the posts in

ground with 0.30meter x

meter x 0.60meter block in C.C.

1:5:10 etc complete..(garden

department rate)

Ahmedabad municipal corporation

Name of work:- Construction of Brick masonary Compound wall , Pre cast

compound wall and Wire fencing at different open municipal plots of

Ranip wards of West Zone

Sr No Types of wall Amount

A Brick Masonary

(in words also)

Seal and Signature of the Bidder Addl.City Enginee

Date: (West Zone)

AMC Finance dept. circular No –10, Dt.05/08/2024

(A) A. Guarantees issued by following banks will be accepted as

SD/EMD on permanent basis.All nationalized Banks

(B) B. Guarantees issued by following banks will be accepted as

SD/EMD for the period up to March- 31, 2025. The validity cut-off

date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee..

1. Commercial Banks :-

1. A U Small Finance Bank

3. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

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

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

SPECIAL CONDITION OF CONTRACT

1.0 The Contractor shall have to maintain all required registers for quality control,

material management and progress of the work as per the AMC's prevailing

circulars and as directed by engineer‐ in‐charge on daily basis.

1.1 Contractor has to manage proper storage of all the materials.

1.2 Contractor has to use good shuttering material for the project.

1.3 Contractor has to take all risk policy & workman compensation policies of the

project & should be effective up to handing over the possession. Incase of any

Incident i.e. fatal accident that occurs at site, complete responsibility will be of

the Contractor.

1.4 Contractor is responsible for all liasioning for seeking all the permission required

during the construction.

1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of

work up to any extent without assigning reason thereof and the contractor has to

execute the BOQ items at his tender rate

1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).

1.7 The Contractor shall make his own arrangements for the engagement of all staff

and labour, local or other, and for their payment, housing, feeding, transport and

other facilities according to prevailing labour laws.

1.8 AMC may at its discretion no coplains/no work for a period, single or multiple

works at any given time. once the work is given by SMS, Phonecalls,

Whatsapp, Letter; the contractor has to attend the work within 24 hours.

Failure of the same shall invite penalty of 10,000/- per occurance. Repeated

failure of more than 3 times, the contractor shall be blacklisted. No further

claim shall be entertained and the work shall be carried out of current

market rate and supervision charges of 27% at the risk and cost of contractor

after the due date of intimation.

1.9 All Bidders follow all terms & conditions as per Gujarat sarkr shram, kaushaly

vikas nd rojgar vibhag reso. LED / WRT/e-file/11/2024/0293/M2 Sachivalay,

Gandhinagar D: 15.02.2024

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State 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 can not stop the work due to

on availably of labour force. In case progress is delayed, contractor shall be

penalized 0.1% of Tender amount per day for work done after time limit,

maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

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

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.

(ii) Areas ‐‐‐‐‐0.01 Sq. Mt.

(iii) Cubic Contents ‐‐‐‐‐‐0.01 Cu.Mt.

15. 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, specifications 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

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

Engineer‐in‐charge.

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

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 item.

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

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 the structure.

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.

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 ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Months after the order to start the works. Progress of

work should be in proportion to time limit.

The 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.

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

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:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are

liable to be rejected.

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

submitted in form of demand draft or in cash.

iv) Condition of Form ‐ B1 Standard Specification of material & code of practice

will be applicable. Form B1 can be is available in website. Specification shall be as per

' R& B Dept. ‐ Govt. of Gujarat booklets of Building Works & and Road Works

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: Construction of Brick masonary compound wall at different open

municipal plots of Ranip wards of West Zone.

Demolition of Brick work and stone masonry including stacking of serviceable

materil as and disposalof unserviceable materials with all lead and lift.(ii) In Cement

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Cmt

The rate shall be for a unit of Cmt

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Cmt

The rate shall be for a unit of Cmt

Removing and scraping of old deteriorated plaster of any thickness

from wall / R.C.C member including stacking of serviceable material and

disposal of unserviceable from site of work with all lead and lift

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Smt

The rate shall be for a unit of Smt

Item No. 4 Excavation for foundation upto 1.5 M depth including sorting out and stacking

useful materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.

Any soil which generally yields to the application of ackaxes and shoves,

phawaras rakes or any such ordinary excavating implement or organic soil, gravel

silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

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

loose stone, materials and rubbish of all kind, bush, wood and trees shall be

removed as directed. The materials so obtained shall be property of the

Government and be conveyed and stacked as directed. within 50 M. lead. The

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

The rate of site clearance is deemed to be included in the rate of earth work for

which no extra will be paid.

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

The contractor shall assume full responsibility for alignment, elevation and

dimension of each and all parts of the work. Contractor shall supply laborers,

materials, etc. required for setting out the reference marks and bench marks and

shall maintain them as long as required and directed.

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

have the width and depth as shown in the drawings or as directed. The contractor

shall do the necessary shoring and shutting or providing necessary slopes to a

safe angle, at his own-cost. The payment for such precautionary measures shall

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

evened both longitudinally and transversely. as directed by removing and watering

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

other reason excavation is made. deeper or wider that shown on the plan or

directed. The extra depth or width shall be made up with concrete of same

proportion as specified for the foundation concrete at the cost of the contractor.

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

Disposal of the excavated stud :

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

plinth or leveling the ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from

the site of work to a place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made

according to the sections of trenches shown on the drawing or as per sections

given by the Engineer-in-charge. No payment shall be made for surplus

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

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

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

Item No. 4a Excavation for foundation for depth from 1.5 mto 3.0 m including

sorting out and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

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

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone

aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation

and Plinth (upto 10 ton)

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform

to M-6, Grit shall conform to M-8 Graded stone aggregate 20 mm nominal size shall

conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The

proportion of the concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone

aggregate 10 mm nominal size) by volume. Concrete work shall have exposed concrete

surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S

Correspond approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary

concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of

Kg. by weight (0.0342 Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

2.4 The water cement ratios shall not more than those specified in the above table.

The cement content of the mix specified in the Table shall be increased if the quantity of

water in a mix has to be increased to overcome the difficulties of placement and

compaction so that the water cement ratio specified in the Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio

that is bound to give a concrete mix which is just sufficiently wet to be placed and

compacted without difficulty with the means available.

2.6 the maximum size of coarse aggregate shall be as large as possible within the

limits specified but in no case greater than surround all reinforcement thoroughly and to fill

the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm

are generally considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the

nominal maximum size of coarse aggregate should usually be restricted to 5 mm less than

the minimum clear distance between the main bars, or 5 mm less than the minimum cover

to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of

the aggregate may not be important and the nominal maximum size may sometimes be as

greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based

upon the evidence that with the passage of time, neither the compressive strength of

concrete is reduced nor are other requisite qualities of concrete and steel impaired by the

use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall

be measured in terms of bags of 50 Kg. weight. The volume of one such bag being taken

as 0.0342 Cu. Meter. Boxes of suitable sizes shall be used for measuring sand aggregate.

The size of the boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White

measuring the aggregate and sand, the box shall be filled without shaking ramming or

hammering. The proportioning of sand shall be on the basis of its dry volume and in case

of damp sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along

with other accessories shall be kept in first class working condition and so maintained

throughout the construction. Measured quantity of aggregate, sand, cement required for

each batch shall be poured into the drum of the mechanical mixer while it is continuously

running. After about half a minute of dry mixing, measured quantity of water required for

each batch of concrete mix shall be added gradually and mixing continued for another one

and half a minute. Mixing shall be continued till materials are uniformly distributed and

uniform color of the entire mass is obtained and each individual particle of the coarse

aggregate shows complete coating of mortar containing its proportionate amount of

cement. In no case shall the mixing be done for less than 2 minutes after all ingredients

have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or

for certain other reasons, it shall be done on the smooth watertight platform large enough

to allow efficient turning over the ingredients of concrete before and after adding water.

Mixing platform shall be so arranged that no foreign material gets mixed with concrete nor

does the mixing water flow out. Cement in required number of bags shall be placed in a

uniform layer on top of the measured quantity of fine and coarse aggregate, which shall

also be spread in a layer of uniform thickness on the mixing platform. Dry coarse and fine

aggregate and cement shall then be mixed thoroughly by turning over to get a mixture to

uniform color. Specified quantity of water shall then be added gradually through a rose-

can and the mass turned over till a mix of required consistency is obtained. In hand mixing

quantity of cement shall be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be

thoroughly cleaned before putting in a new batch. Unless otherwise agreed to by the

Engineer-in-charge the first batch of concrete from the mixture shall contain only two thirds

of normal quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned before

changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods

of vibration of concrete, shall be determined by regular slump tests in accordance with I.S.

1199-1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and

80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing

any concrete in the forms to permit him to inspect and accept the false work and forms as

to their strength, alignment, and general fitness but such inspection shall not relieve the

contractor of his responsibility for the safety of men, machinery, materials and for results

obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the

Engineer-in-charge. One carpenter with helper shall invariably be kept present throughout

the period of concreting. Movement of labour and other persons shall be totally prohibited

for reinforcement laid in position. for access to different parts, suitable mobile platforms

shall be provided so that steel reinforcement in position is not disturbed. For ensuring

proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in

position is not disturbed. For ensuring proper cover, mortar blocks of suitable size shall be

cast and tied to the reinforcement. Timber kapachi or metal pieces shall not be used for

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved.

Concrete shall be so transported and placed that no contemination, segregation or loss of

its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice

immediately before placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-

in-charge has been obtained.

3.5.2 Concreting shall proceed continuously over the area between construction

joints. Fresh concrete shall not be placed against concrete which has been in position for

more than 30 minutes unless a proper construction joint is formed. Concrete shall

compacted in its final position within 30 minutes of its discharge from the mixer. Except

where otherwise agreed to by the Engineer-in-charge concrete shall be deposited n

horizontal layers to a compacted depth of not more than 0.45 meter when internal

vibrators are used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not

be dropped into place from a height exceeding 2 meters. When trunking or chutes are

used they shall be kept close and used in such a way as to avoid segregation. When

concreting has to be resumed on a surface which has hardened, it shall be roughened,

swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar composed

of cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of

mortar shall be freshly mixed and placed immediately before placing of new concrete.

Where concrete has not fully hardened, all laitance shall be removed by scrubbing the wet

surface with wire or bristle brushes, care being taken to avoid dislodgment of any particles

of coarse aggregate. The surface shall then be thoroughly wetted, all free water removed

and then coated with neat cement grout. The first layer of concrete to be placed on this

surface shall not exceed 150 mm in thickness and shall be well rammed against old work

particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass

with the assistance of vibrators, unless, otherwise permitted by the Engineer-in-charge for

exceptional cases, such as concreting under water, where vibrators cannot be used.

Sufficient vibrators in serviceable condition shall be kept at site so that spare equipment is

always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the

coarse aggregate and begins to cream up to form an even surface. Compaction shall be

completed before the initial setting starts i.e. within 30 minutes of addition of water to dry

mixture. During compaction, it shall be observed that needle vibrators are not applied on

reinforcement which is likely to destroy the bond between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather

including rain, running water, shocks, vibration, traffic, rapid temperature changes, frost

and drying out process. It shall be covered with wet sacking, hassain or other similar

absorbant material approved, soon after the initial set and shall be kept continuously wet

for a period of not less than 14 days from the date of placement. Masonary work over

foundation concrete may be started after 48 hours of its laying but curing of concrete shall

be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and

cubes shall be made, cured and tested at 7 days or 28 days as per requirements in

accordance with I.S. 516-1959. A random sampling procedure shall be adopted to ensure

that each concrete batch shall have a reasonable chance of being tested i.e. the sampling

should be spread over the entire period of concreting and cover all mixing units. The

minimum frequency of sampling of concrete of each grade shall be in accordance with

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made

from each sample, five for testing at 7 days and the remaining five at 28 days. The

samples of concrete shall be taken on each day of the concreting as per above frequency.

The number of specimens may be suitably increased as deemed necessary by the

Engineer-in-charge when procedure of tests given above reveals a poor quality of

concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be

less than the specified cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for

each day may have value less than the specified strength provided the lowest value is not

less than 85% of the specified strength. If the concrete made in accordance with the

proportions given for a particular grade, does not yield the specified strength; such

concrete shall be classified as belonging to the appropriate lower grade. Concrete made in

accordance with the proportions given for a particular grade shall not, however, be placed

in a higher grade on the ground that the test strength are higher than the minimum

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of

his intention to strike the form work. While fixing the time for removal of form work, due

consideration shall be given to local conditions, character for the structure, the weather

and other condition that influence the setting of concrete and of the materials used in the

mix. In normal circumstances (generally where temperatures are above 20 C) and where

ordinary concrete is used, forms may be struck after expiry of periods specified in item No

9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as

would damage the concrete. Before the soffit and struts are removed, the concrete surface

shall be exposed, where necessary in order to ascertain that the concrete has sufficiently

hardened. Centering shall be gradually and uniformly lowered in such manner as to permit

the concrete to take stresses due to its own weight uniformly and gradually. Where

internal metal ties are permitted, the or their removable parts shall be extracted without

causing any damage to the concrete and remaining holes filled with mortar. No

permanently embedded metal part shall have less than 25 mm cover to the finished

concrete surface. Where it is intended to re-use the form work, it shall be cleaned and

made good to the satisfaction of the Engineer-in-charge. After removal of form work and

shuttering, the Executive Engineer shall inspect the work and satisfy by random checks

that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing

through the cement concrete member and used for shuttering or any other purpose shall

be cut inside the cement concrete member to a depth of at least 25 mm below the surface

of the concrete and the resulting holes be filled by cement mortar. All fine caused by form

joints, all cavities produced by the removal of form ties and all other holes and

depressions honeycomb spots, broken edges or corners and other defects shall be

thoroughly cleaned, saturated with water and carefully pointed and rendered true with

mortar of cement and fine aggregate mixed in the proportions used in the grade of

concrete that is being finished and of as dry consistency as is possible to use.

Considerable pressure shall be applied in filling and pointing to ensure thorough filling in

all voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent

or character as to effect the strength of the structure materially or to endanger the life of

the steel reinforcement, he may declare the concrete defective and require the removal

and replacement of the portion of the structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be

measured. The concrete laid in excess of section shown on drawings or as directed shall

not be measured. No deduction shall be made for –

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline

trusses, corbels and steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing,

placing in position, vibrating and compacting, finishing, as directed, curing and all other

incidental expenses for producing concrete of specified strength. The rate excludes the

cost of form work.

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

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies,

internals beams girders and cantilever up to floor two level (C) Columns, pillars, posts and

struts up to floor two level (D) Staircase up to floor two level (E) Vertical and horizontal fins

up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work

shall be carried out for reinforced concrete work for work as specified in item 1.2. In

addition, the following stipulations shall be followed for :

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks

in cement mortar 1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of

thickness equal to the specified cover shall be placed between the bars and shuttering as

to secure and maintain the requisite cover of concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall

be held in position by introducing chain spacers or supports bars at 1.0 to 1.2 meters

(ii) In case of columns walls, the vertical bars shall be kept in position by means of

timber temphtes with slotes accurately out in them. The temphtes shall be removed after

concreting has been done below it. The bars may also be suitably tied by means of

annealed steel wires to the shuttering to maintain their position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and

concrete are to be attached or bounced to later on, shall be protected with a coat of thin

neat cement grout, if the bars are not likely to be incorporated with succeeding mass of

concrete within the following 10 days. This coat of thin neat cement shall be removed

before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200

and curing complete, excluding the cost of form work and reinforcement for

reinforced concrete work in:

Work should be done as per instruction of Engg. In charge.

Mode of Measurement shall be on cubic meter basis.

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (A)

Conventional (upto 10 ton)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform

to M-6. Brick shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two

hours before use or as directed. The cessation of bubbles, when the bricks are wetted with

water is an indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not

be used except when necessary to complete to bond; closer in such case shall be cut to

required size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course.

Each brick shall first be properly bedded and set home by gently tapping with handle of

trowel or wooden mallet. It side face shall be flushed with mortar before the next brick is

laid and pressed against it. On copletion of course, the vertical joints shall be fully filled

form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all

vertical joint shall be truly vertical. Vertical joints in alternate course shall generally be

directly one over the other. The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight

edges, mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept

on the site of work for frequent checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All

the connected brick work shall be kept not more than one meter over the rest of the work.

Where this is not possible, the work shall be raked back according to bond (and not left

toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are

required to be built in wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall

not exceed 12 mm. The face joints shall be raked out as directed by taking tools daily

during the progress of work, when the mortar is still green so as to provide key for plaster

or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all

mortar dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all

the faces for a period seven days. The top of masonry work shall be kept well wetted at the

close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled,

cleared of all loose materials, cleaned and wetted before starting masonry. If masonry is to

be laid on concrete footing, the top of concrete shall be cleaned and moistened. The

contractor shall obtain the engineer'’ approval for the foundation bed, before foundation

masonry is started. When puccas flooring is to be provided flush with the top to plinth, the

inside plinth offset shall be kept lower than the outside plinth top by the thickness of the

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in

foundation up to plinth. The limiting dimensions not exceeding those shown on the plans

or as directed shall be final. Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made

for embedding in masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross

sectional area does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not

exceed 10 Cms. and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry

and pipes etc. for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make

splaying of jambs, throating and making Arches over the aperture be paid for separately.

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

Extra for brickwork in super structure above plinth level upto floor two level (B)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6.

Brick shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours

before use or as directed. The cessation of bubbles, when the bricks are wetted with water is an

indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used

except when necessary to complete to bond; closer in such case shall be cut to required size and

used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick

shall first be properly bedded and set home by gently tapping with handle of trowel or wooden

mallet. It side face shall be flushed with mortar before the next brick is laid and pressed against it.

On copletion of course, the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical

joint shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the

other. The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges,

mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of

work for frequent checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the

connected brick work shall be kept not more than one meter over the rest of the work. Where this is

not possible, the work shall be raked back according to bond (and not left toothed) at an angle not

steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be

built in wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed

12 mm. The face joints shall be raked out as directed by taking tools daily during the progress of

work, when the mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar

dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces

for a period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all

loose materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete

footing, the top of concrete shall be cleaned and moistened. The contractor shall obtain the

engineer'’ approval for the foundation bed, before foundation masonry is started. When puccas

flooring is to be provided flush with the top to plinth, the inside plinth offset shall be kept lower than

the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation

up to plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall

be final. Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for

embedding in masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross

sectional area does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed

10 Cms. and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and

pipes etc. for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of

jambs, throating and making Arches over the aperture be paid for separately.

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

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete up to floor two level (up to 10 ton)

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of kg

Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or

half brick walls for interior plastering up to floor two level and finished even and smooth in

(i) Cement mortar 1:3 (1-cement :3-sand)

Mode of payment shall be in Sqm

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

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

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

The specification is as per above Item except thickness of the plaster is 20 mm sand faced and

mm th. Backing coat in C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for

spray od sand for plastering etc comp as directed by Engg i charge.

Mode of measurements & payment : The rate shall be for a unit of one Square Meter.

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound.

These shall be properly examined before erection and use Stage scaffolding shall be provided for

ceiling plaster, which shall be independent of the walls.

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and

other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing

if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical retarder has

been applied to the form work, the surface shall be roughened by wire brushing and all the

resulting dust and loose particles cleaned off and care shall be taken that none of the retarder is

left on the surface. Trimming of projections on brick/concrete surface where necessary shall be

carried out to get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient

period before carrying out the plaster work.

The work shall not be soaked but only damped evenly before applying the plaster. If the surface

becomes dry such area shall be moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards.

For internal plaster, the plastering operations may be started wherever the building frame and

cladding work are ready and the temporary supporting ceiling resting on the wall of the floor have

been removed, Ceiling plaster shall be completed before starting plaster to walls.

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than

metre intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be

truly inplane of the finished plastered surface. The mortar shall then be applied in uniform surface

slightly more than the specified thickness, then brought to a true surface by working a wooden

straight edge reaching across the gauges with small upward and sideways movement at a time.

Finally, the surface shall be finished off true with a trowel or wooden float according as a smooth or

a sandy granular texture is required. Excessive trowelling or overworking the float shall be avoided.

All corners, arrises, angles and junctions be truly vertical or horizontal as the case may be and

shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be carried

out with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster

which is partially set shall be rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line

both horizontally and vertically. When recommending the plaster, the edges of the old work shall

be scraped clean and wetted with cement putty before plaster is applied to the adjacent area to

enable the two to properly joint together. Plastering work shall be closed at the end of the day on

the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints in

plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage.

No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of

days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls

shall be avoided and only as much water as can be readily absorbed shall be used excessive

evaporation on the sunny or windward side of building in hot air or dry weather shall be prevented

by handling mattings or gunny bags on the outside of the plaster and keeping them wet.

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the

operations described under workmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth or

height shall be measured correct to a centimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in

brick work, stone work etc. or space between laths. Thickness of plaster shall be average

thickness with minimum 10 mm. at any point on this surface.

This item includes plastering upto floor two level.

The measurement of wall plastering shall be taken between the walls or partition (dimensions

before plastering being taken) for length and from the top of floor or skirting to ceiling for height.

Depth of cover of cornices if any shall be deducted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,

beams, posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings

exceeding 0.5 sq.mt. and not exceeding 3.0 sq. mt. in each area deductions and additions shall be

made in the following manner :

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq.

mt. each and no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for

finish to plaster around ends of joints, beams, posts etc.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as

follows and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face

When two faces of wall are plastered with different types of plasters or if one faces is plastered and

the other pointed, deductions shall be made from the plaster or pointing on the side of frame for

door, window etc. on which width or reveals is less than that on the other side but no deductions

shall be made on the other side. Where width of reveals on both faces of all are equal, deductions

of 50% of area of opening on each face shall be made from area of plaster and/or pointing as the

For openings having door frames equal to projecting beyond the thickness of wall, full deduction

for opening shall be made from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs,

soffits and sills shall be measured.

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

Providing and fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws (A) Plain Grill. (upto 10 ton)

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of kg

Providing form work of ordinary timber planking so as to give a rough finish including

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

supporting floor to celling not exceeding 4 m. and removal of the same for in site reinforced

concrete and plain concrete work in foundations, footing, bases of columns, and mass

concrete. ( up a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood

shall not be less than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so

constructed as to remain sufficiently rigid during the placing and compacting of the concrete.

Adequate arrangements shall be made by the contractor to safe guard against any settlement of

the form work during the course of concreting and after concreting. The form work of shuttering,

centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the

form before the concrete is placed and the form work in contact with concrete shall be cleaned and

thoroughly wetted or treated. The surface shall be then coated with soap solution applied before

concreting is done. Soap solution for the purpose shall be prepared by dissolving yellow soap in

water to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of approved

manufacture may be applied in case steel shuttering is used. Soap solution or raw linseed oil shall

be applied after thoroughly cleaning the surface. Care shall be taken that the coating does not get

on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of

following periods:

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced

concrete surface. Before the soffits form work and struts are removed, the soffits and the concrete

surface shall be exposed where necessary in order to ascertain that the concrete has sufficiently

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure

absolute safely of the form work and concrete work before, during and after pouring concrete.

Watch should be kept to see that behavior of centering and form work is satisfactory during

concreting. Erection should also be such that it would allow removal of forms in proper sequence

without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry

the loads without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before

concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and

safety of form work and centering. If there is a failure of form work or centering, contractor shall be

responsible for the damages to the work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting

shall be provided and removed on completion work by contractor at his own expense. The

scaffolding, hoisting arrangements and ladders etc. shall be strong enough to with stand all live,

dead and impact loads expected to act and shall be subject to the approval of the Engineer-in-

charge. However, contractor shall be solely responsible for the safety of the scaffolding, hoisting

arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and

afford easy inspection.

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the

cost of materials and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering,

shuttering propping, bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to

beams, columns and the like.

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

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

in depth and water thoroughly after each layer and shall be properly consolidated

with rammers so that no hollow voids remain there. In general the work shall be

carried out in the best manner so that no hollow voids remain after work.

Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge

and excavated rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Cmt.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts

40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan

lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per

Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground

with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Rmt

Important Note:-

As well as Considered Item Specifications as Per Item Given, not by serial number, the

specifications of items which are not mentioned in BOQ Item, Specifications should be considered

as per AMC Sor Current Approved Rates for Civil and Electrical Works, as per Available on Site of

Ahmedabadcity.gov.in All the Specifications should be Considered as per Schedules Rates of R &

B Division of both civil and Electrical Works. Hence it an ARC Tender All the Quantity Would Vary

as per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or Decrease

in the Quantity of The BOQ Scheduled Items. All work should be done as per instruction of Engg.

Contractor signature Additional City

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS:

Name of Work :- Construction of Double Tee Precast/ Prestress Panel compound wall Supply and

Erection at different open municipal plots of Ranip wards of West Zone.

Item Excavation for foundation upto 1.5 mt. depth Including sorting out stacking of

useful material & disposing of excavated stuff upto 50 mt. lead Loose or soft soil

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

or any such ordinary excavating implement or organic soil, gravel silt, sand

turfloam, clay, peat etc., fall under this category.

Clearing the site :

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

stone, materials and rubbish of all kind, bush, wood and trees shall be removed

as directed. The materials so obtained shall be property of the Government and

be conveyed and stacked as directed. within 50 M. lead. The roots of the trees

coming in the sides shall be cut and coated with a hot asphalt.

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

extra will be paid.

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

contractor shall assume full responsibility for alignment, elevation and dimension

of each and all parts of the work. Contractor shall supply laborers, materials, etc.

required for setting out the reference marks and bench marks and shall maintain

them as long as required and directed.

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

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

the necessary shoring and shutting or providing necessary slopes to a safe angle,

at his own‐cost. The payment for such precautionary measures shall be paid

separately if not specified. The bottom of the excavated area shall be 1 evened

both longitudinally and transversely. as directed by removing and watering as

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

other reason excavation is made. deeper or wider that shown on the plan or

directed. The extra depth or width shall be made up with concrete of same

proportion as specified for the foundation concrete at the cost of the contractor.

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

Disposal of the excavated stud :

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

leveling the ground in layer Including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site

of work to a place as directed with lead upped 50 M. and all lift.

Measurement shall be given on Cmt. basis.

Item 2 Conveyance charge of earth murrum, building rubbish, manure, garbage, sludge,

excavated rock,fly ash, aggregates of any kind etc.comp up to 5 km.

The rate shall be for a unit of Cmt. Number

Item 3 Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand

broken stone aggregates 40 mm nominal size) and curing complete including cost

of form work in Foundation and plinth

1.0. Materials: 1.1. Water shall conform to M‐l. Cement shall conform to M‐3. Sand shall

conform to M‐6. Stone aggregate 40 mm. nominal size shall conform to M‐12.

2.0. 2.1.General: 2.1.1. Before starting concrete bed of foundation treaches shall be

cleared of all loose materials, levelled, watered and rammed as directed.

2.2. Proportion of Mix : 2.2.1. The Proportion of cement, sand and coarse aggregate

shall be one part of cement, 3 parts of sand, 6 parts of stone aggregates and shall

so measured by volume.

2.3. Mixing : 2.3.1. The concrete shall be mixed in a mechanical mixer at the site of

work. Hand mixing may however be lowed for smaller quantity of work if

approved by the Engineer‐in‐charge. When hand mixing is permitted by the

Engineer‐ in‐charge in case of break‐down of machineries and in the interest of

the work, it shall be carried out on a water tight platform and care shall be taken

to ensure that mixing is continued until the mass is uniform in colour and

consistency. However such cases 10% more cement than otherwise required shall

have to be used without any extra cost. The mixing in mechanical mixer shall be

done for a period 1 to 2 minutes. The quantity of water shall be sufficient to

produce a dense concrete of required workability for the purpose.

2.4. Transporting & Placing the concrete :

2.4.1. The concrete shall be handled from the place of mixing to the final position in not

more than 15 minutes by the method s directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixing with water i.e.

before the setting commences.

1.4.2. The concrete shall be laid in layers of 15 cms. to 20 cms.

2.5. Compacting: 2.5.1. The concrete shall be rammed with heavy iron rammers and

rapidly to get the required compaction and allow all the interestices to be filled

2.6. Curing : 2.6.1. After the final set, the concrete shall be kept continuosly wet, if

required by ponding for a period of not less than 7 days from the dale of

2.7. Mode of measurement and Payment:

2.7.1. The concrete shall be measured for its length breadth and depth, limiting

dimensions to those specified on plan or as directed.

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

Supply of Double Tee Precast/Prestress Panel of Concrete Grade M‐40 with size 2000mm X

1990 mm X 50 mm with tee col.of size 150 X 150 X 50 mm.

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

Erection of Double Tee Precast/Prestress Panel of Concrete Grade M‐40 with size

2000mm X 1990 mm X 50 mm eith tee col.of size 150 X 150 X 50 mm.

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

Providing and laying controlled cement concrete M.200 and curing complete including the cost of

formwork and reinforcement for reinforced concrete work in

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

(A) Foundations, footings, base of columns, and mass concrete.

(B) Walls from top of foundations/level upto floor two level.

(C) Slabs, landing shelves, Balconies, lintels, beams, girders, and cantilever, upto floor two

(D) Columns, pillars, posts, and struts upto floor two level

(E) Staircase upto floor two level.

(F) Vertical and horizontal fins upto floor two level.

1.0. Materials : 1.1. Water shall conform to M‐l. Cement shall conform to M‐3. Sand shall

conform to M‐6. Grit shall conform to M‐8 Coarse aggregate shall conform M‐12 B.

2.1 The relevant specifications of item No. 5.4.1. of ordinary concrete shall be

followed except that the concrete mix shall be designed from preliminary tests,

the proportioning of cement and aggregates shall be done by weight and

necessary precautions shall be taken in the production to ensure that the required

work cube strength is attained and maintained. The controlled concrete shall be in

grades of M‐100, M‐150, M‐200, M‐250, M‐300, M‐350, & M‐400, with prefix

controlled added to it. The letter ‘M’ refers to mix and numbers specify 28 days

works cube compressive strength of 150 mm. cubes of the mix expressed in

2.2 The porportion of cement, sand and coarse aggregates shall be determined by

weight, the weight batch machine shall be used for maintaining proper control

over the porportion of aggregates as per mix design.

The strength requirements of different grades of concrete shall be as under:

Grade of Concrete Compressive strength of 1 5 cms. 28 days, conducted in

cubes in Kg./Cmt. at with I.S. 516‐1959.

Preliminary test

Min. Work test Min.

In all cases, the 28 days compressive strength specified in above table above be

the criteria for acceptance or rejection of the concrete.

Where the strength of a concrete mix as indicated by tests, lies in between the

strength of any two grades specified in the above table, such concrete shall be

classified in for all purposes‐as concrete belonging to the lower of the two grades

between which its strength lies.

3.0. Workmanship :

3.1. The proportions for ingradients chosen shall be such that concrete has adequate

workability for conditions prevailing on the work in question and can be properly

compacted with means available except where it can be shown to the satisfaction

of the Engineer‐in‐charge, that the supply of properly graded aggregate of

uniform quality can be maintained till the completion of work. Grading of

aggregate shall be controlled by obtaining the coarse aggregates, in different sizes

and beingint hem in the right proportions as required. Aggregate of different sizes

shall be stocked in separate stock piles. The required quantity of material shall be

stock piled several hours, preferably a day before use. The grading of coarse and

fine aggregate shall be checked as frequently as possible, the frequency for a

given job being determined by the Engineer‐in‐charge to ensure that the suppliers

are maintaining the uniform grading as approved for samples used in the

preliminary tests.

3.2. In porportioning concrete, the quantity of both cement and aggregate shall be

determined by weight. Where the weight of cement is determined by accepting

the maker’s weight per bag a reasonable number of bags shall be weighted

separately to check the net weight. Where cement is weighted frombulk stocks at

site and not by bags, it shall be weighted separately from the aggregates. Water

shall either be measured by volume in calibarated tanks or weighed. All measuring

equipments shall be maintained in clean, and serviceable condition. Their

accuracy shall be periodically checked.

3.3. It is most important to keep the specified water cement ratio constant and at its

correct value. To this end, moisture content in both fine and coarse aggregates

shall be determined by the Engineer‐in‐charge, according to the weather

conditions. The amount of mixing water shall then be adjusted to compensate for

variations in the moisture content. For determination of moisture, content in the

aggregates, I.S. 2389 (Part‐III) shall be referred to. Suitable adjustments also be

made in the weights of aggregates due to variation in their moisture content.

Minimum quantity of cement used in concrete shall not be less than 220 Kg./M

in plain concrete and not less than 250 Kg/M3 in reinforced concrete.

4.0. Mode of measurement and payment:

4.1. The relevant specifications item No, 5.4.1. shall be followed except that the

controller concrete R.C.C. work for work as specified in item shall be measured

under this item. The rate excludes cost of form work.

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

Distempering in 2 coats with oil bound distemper of approved brand and manufacture

and of required shade on wall surface to give an even shade over and including a primer coat

with distemper primer of approved brand, thoroughly brushing the surface free from

mortar dropping and other foreign material and also inclusive of preparing the surface

even and smooth etc. complete, as directed.

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

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S.

flats at required spacings and frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill.

The rate shall be for a unit of one Kg.

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

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

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

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE

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

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS:

Name of Work :- Fencing work at Praposed plantation plot,other require places for potection in

ranip ward of West Zone.

Item Providing and fixing 1.82 meter high fencing with 2.43 meter long M.S. angle posts

40mmx40mmx6mm and oil painting three coats, fixed at 2.50meter C/C with

Seven horizontal lines and two diagonals of galvanised steel barbed wire weighing

9.38Kg/100Rmt, strained and fixed to posts with G.I. staples, including fixing the

posts in ground with 0.30meter x 0.30 meter x 0.60meter block in C.C. 1:5:10 etc

complete..(garden department rate)

The rate shall be for a unit of one Rmt

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( West Zone)

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad

Municipal Corporation (referred to as Employer in these documents) invites sealed

bids for the construction of works (as defined in these documents and referred to as

“the work”) detailed in the table given in the Invitation for Bid (hereinafter called

as IFB.) from competent bidder. The bidders may submit bids for the works

detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as

defined in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the

Clause‐14. An agency that has been engaged by the Employer to provide consulting

services for the preparation or supervision of the works, and any of its affiliates, shall not

be eligible to bid.

3.3 Any entity which has been declared as non-performing by NHAI / GoG / AMC or

the firms those are blacklisted/ debarred for specified period by AMC,

Governement of Gujarat, Government of India or any other entity controlled by it,

would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register as per Notice Inviting Tender having in Road

Works in PWD in Govt. R&B / CPWD / AMC or equivalent register with any

other state Govt. or institutions.

5.0 DISQUALIFICATION

Even though the bidders meet the above mentioned qualifying criteria, they are

subject to be disqualified if they have,

• Made misleading or false representations in the forms, statements, affidavits and

attachments submitted in proof of the qualification requirements; and/or

• Record of poor performance such as abandoning the works, not properly

completing the contract, inordinate delays in completion, litigation history, or

financial failures etc. or debarring from AMC work etc.

• Tampered the bid document in any manner.

• Colluded with other prospective bidders for this work to arrive at quoted prices

for the purpose of restricting competition.

• Indulged in inducement of any official of AMC and/or their consulting engineer

and other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

• During validity of the proposal, or its extended period, if any, the bidder

changes his commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

• Commercial proposal is enclosed with the same envelope as technical

• The envelope does not show on the outside the reference of bid and thus

gets opened before the due date of opening.

• The E.M.D. is not deposited in full and in the manner as specified in the

clause of Earnest Money Deposit.

• The tender is in a language other than English or dose not contains its

English Translation in case of other language adopted for tender

• The tender documents received are not duly signed by authorized person.

• The validity of tender is less than what is stated in the tender.

• Any of the page or pages of tender is/are removed or replaced.

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the

bidder(s) for their misleading or false representations in the forms

statements etc. for the period to be decided by the Employer.

6.0 Cost of Bidding

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

his Bid. Employer will in no case be responsible and liable for those costs.

The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine

and familiarize himself with the site of Works and its surroundings including

source of earth, water, road aggregates etc. and obtain 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.

8.0 Bidders shall not have any dispute or claim for any kind of compensation in

• If the quantity stipulated in the tender items varies or the scope of work changes

and thereby total amount of work increases / decreases up to any extent.

and thereby total amount of work increases / decreases up to any extent.

• If the works gets delayed / postponed for some administrative / technical decision

• If the items stipulated in the tender shall not be executed as per site condition/

requirements. No claim shall be entertained for the same.

• No idle charges shall be paid to contractor for machinery and man power if remain

idle and no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

9.1 The set of bidding documents comprises the documents listed below and

addendum (if any) issued.

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

• The bidder is expected to examine carefully all instructions, conditions of contract,

contract data, forms, terms, technical specifications, forms, Annexes in the bid

document. Failure to comply with the requirements of bid documents shall be at

the bidder’s own risk. Bids which are not substantially responsive to the

requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

10.1 Before the deadline for submission of bids, the Employer may modify the bidding

documents by issuing addendum.

10.2 Any addendum thus issued shall be part of the bidding documents and shall be

placed on website www.nprocure.com The prospective bidder shall refer to

website to check any addendum before 24 hours of opening of bids. AMC will not

give any advertisement for the same.

10.3 To give prospective bidders reasonable time in which to take an addendum into

account in preparing their bids, the Employer may, at his desecration, extend as

necessary the deadline for submission of bids.

10.4 Prospective bidders should attach the addendum made for the work & if fails to do

so than also the changes made through such addendum shall be applicable &

bound to the bidder.

C PREPARATION OF BIDS

11.0 Language of the Bid

All documents relating to the bid shall be in the English language only.

12.0 Documents comprising bid

The e bid submitted by the bidder shall be in two separate parts.

• Technical Bid

• Financial Bid

To qualify for award of the contract, each bidder must submit the following

documents along with bid:

• Required Registration Certificate

• Other requested documents

• Any other material / information required to be submitted in accordance

with these Instructions to Bidders (ITB)

Failure to submit these certificates/documents shall make the bid non-responsive.

Above original documents in physical form in two copies, one marked as

“original” and other marked as “Duplicate”, shall be submitted in a sealed

envelope by 18:00 Hrs on the date of physical submission of bid and addressed to

the addressee given in the NIT duly super scribed “Name of Work, Bid due date

and time, Name and address of the bidder”

13.0 Bid Prices

• The contract shall be for the whole works as described in Bill of Quantity based on

the percentage rate in the Bill of Quantities submitted by the bidder..

• All duties, taxes, and other levies payable by the contractor under the contract, or

for any other cause shall be included in the rates, prices and total Bid Price

submitted by the Bidder, except otherwise stated in the Bid document.

Employer will not compensate the bidder (contractor) for any change in duties,

taxes and other levies payable by the contractor under the contract and any other

• The percentage rate and bid price quoted by the bidder shall be fixed up to the

completion of Work and shall not be subject to adjustment on any account, except

where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

The currency of bid and payment shall be in Indian Rupees. All payments shall be

made in Indian Rupees.

15.0 Bid Validity

15.1 Bids shall remain valid for 120 days from last date of submission of tender. A bid

valid for a shorter period shall be rejected by the Employer as non-responsive.

15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the

Employer may request that the bidders may extend the period of validity for a

specified additional period. The request and the bidders' responses shall be made in

writing or by cable. 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 a

period of the extension.

16.0 Earnest Money / Bid Security

16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of

IFB as part of his bid, in the form of Demand Draft / pay order / Bank Guarantee in

favour of Municipal Commissioner, Ahmedabad valid for 120 days.

16.2 The issuing branch of the bank guarantee shall be of Ahmedabad City only.

16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the

Employer as non-responsive.

16.4 Any bid having bid security for lesser value and shorter validity period shall be

treated as non-responsive.

16.5 (a) The bid security of the unsuccessful bidders, except for L1, L2 and L3 bidders

will be returned as promptly as possible.

(b) The bid security of the successful bidder, along with second and third lowest

tenders, will be returned when the successful bidder has furnished the

required security deposit and signed the agreement.

16.6 The Bid Security of the Successful Bidder will be discharged when the bidder has

signed the Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

a) if the Bidder withdraws the Bid after Bid opening during the period of Bid validity;

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

(iii)commence the work after signing the agreement within 15 days

16.8 No interest shall be paid by the owner on any tender guarantee. The issuing branch

of the bank guarantee shall be of Ahmedabad City only.

16.9 Bank Guarantee for Earnest Money Deposit should be executed on non-judicial

Stamp papers of requisite value in accordance with the stamp Act applicable to that

particular state of Indian Union, where executed.

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall

clearly indicate in (block letters) his name, designation, Power of Attorney No. /

Signing Power No. etc.

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly

signed/initialed by the executing officers and the last page shall be signed in full,

indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

17.1 The bidder shall submit the Technical Bid only. The Bid shall be sealed in separate

envelopes and the three sealed envelopes shall be sealed in an outer envelope. The

Bid envelopes shall be marked as follows:-

• Complete Tender Document with all necessary qualification related

documents (in two copy)

Above two envelopes shall be kept in one envelope and it should be marked as

“Technical Bid” and sealed. This Outer envelope should mention the name of firm

of bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

a) Shall be addressed to the Employer at the following address:

Assistant Manager- West Zone,

2nd Floor, A.M. Office,

Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad.

Bear the following identification:

Indicate the name and address of the bidder.

• If the outer envelope is not sealed and marked as above, the Employer will assume

no responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

18.1 Complete Bids (including Technical bid and necessary documents) must be

received by the Employer at the address specified in bid information not later than

the date indicated on the face sheet of the document. In the event of the specified

date for the submission of bids declared a holiday for the Employer, the Bids will

be received up to the appointed time on the next working day. The Bidder is

further required to submit Documents in Physical Form on or before the Bid Due

Date and before the time of submission as specified in NIT, at the following

Assistant Manager- West Zone,

2nd Floor, A.M. Office,

Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n)

procure e-tendering portal on account of delay in submission at bidder's end.

Bidder shall ensure that they submit the bid well before the "Due Date & Time of

Bid- Submission". AMC shall not be responsible if bidder is not able to submit the

bid on account of failure in network/internet connection or any other technical

18.3 The Employer may extend the deadline for submission of bids by issuing an

amendment in accordance with respective Clause, in which case all rights and

obligations of the Employer and the bidders previously subject to the original

deadline will then be subject to the new deadline.

18.4 All bidders are requested to see the website of (n) procure for amendment /

corrigendum if any.

18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be

rejected and returned unopened to the bidder.

Any Bid received by the Employer after the deadline prescribed in NIT will be

returned unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

The Bidder whose Bid has been accepted will be notified of the award by the

Employer prior to expiration of the Bid validity period by writing, facsimile or e-

mail confirmed by registered letter. This letter (hereinafter and in the Conditions of

Contract called the “Letter of Acceptance” will state the sum that the Employer

will pay the Contractor in consideration of the execution, completion, and

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

(hereinafter and in the Contract called the “Contract Price”).

The notification of award will constitute the formation of the Contract, subject

only to the furnishing of a Security Deposit in accordance with the provisions of

The agreement will incorporate all correspondences between the Employer and the

Successful Bidder. It will be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

21.1 The Employer and the successful bidder shall enter into a Contract Agreement

within 28 days after the successful bidder (hereinafter called the Contractor)

receives the Letter of Acceptance, unless they agree otherwise, subject to

furnishing the security deposit before signing the Agreement with the Employer.

21.2 Upon issue of ‘Letter of Acceptance’ to the successful Bidder, the Employer will

promptly notify the other Bidders that their Bids have been unsuccessful and

release their Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall

deliver to the Employer a security deposit in the form of Bank Guarantee for an

amount equivalent to 5% of the Contract Price valid for the period of valid till

days beyond Date of completion of work. The Security Deposit shall be payable in

10 days (for tenders upto Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and

above)from date of receipt of LOA failing which interest @ 4% per annum will be

charged by AMC.

22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the

Employer, from Ahmedabad branch of any Banks mentioned in the clause no.

of these tender documents.

22.3 This security deposit shall be released only after the clearance of final bill

including pre & post Audit.

22.3 Interest @ 4 % per annum shall be deducted from contractor in case of late

submission of security deposit or late renewal of bank guarantee for the number of

days delayed for submission or discontinuity of the bank guarantee.

22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be

same verbatim as per the format. Bank Guarantee shall be submitted on right value

of stamp paper and for correct value of contract.

22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause

22.1 shall constitute sufficient grounds for cancellation of the award and forfeiture

of the Bid Security.

22.6 In case of any contract amendment during execution of the contract enhancing

value of the contract the BG value shall be enhanced accordingly. Validity of BG

shall be commercial terms and conditions of the tender.

22.7 All compensation or other sums of money payable by the Contractor to the

Employer under the terms of this Contract or any other contract or on any other

account whatsoever may be deducted from Security Deposit. Also in the event of

the Contractor's Security Deposit being reduced by reasons of such deductions, as

aforesaid, the Contractor shall, within 14 days of receipt of notice of demand from

the Engineer-in-Charge, make good the deficit in Security Deposit.

22.8 Should there arise any occasion under the Contract due to which the periods of

validities of Bank Guarantees as may have been furnished by the Contractor from

time to time, are required to be extended/renewed, the Contractor shall get the

validity periods of such guarantees extended/renewed, and furnish these to the

Engineer-in- Charge one month before the expiry date of the aforesaid Guarantees

originally furnished failing which the existing Bank Guarantees shall be invoked

by the Engineer – in – charge. Also in case of any deficit in securities on any

account as might occur or is noticed, the Contractor shall forthwith recoup/replace

the same with acceptable Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities

as per contract are not completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the

contractor after 45 days of completion date / Final Bill paid date which ever is

later. No interest on the amount of Security Deposit shall be paid to the Contractor

at the time of release of Security Deposit as stated above.

22.11 The successful bidder to whom ‘LOA’ has been issued shall enter into an

agreement at Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad

shall be final and binding to the bidder.

25.0 LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or arbitration

resulting from Contractors completed or under execution by him over last five

years. If the details of Litigation History are hidden by the Bidder and later on it

comes to the knowledge of the Employer, the Bidder shall be disqualified for the

proposed work and other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Remarks

Year Name of Value of the Reasons/Details for showing

Project Project (Rs.) litigation/arbitration Present Status

 The bidder shall furnish separate table for individual project.

 The above information shall be supported with necessary documents otherwise the

same shall be treat as null and void.

 A consistent history of arbitration awards? Judgments against the applicants or any

partner of a joint venture may result in disqualification for proposed work.

 If the details of litigation History is hidden by the applicant and later on it comes to

knowledge of the employer the bidder shall be disqualified for the proposed work

and other appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City

Date: Ahmedabad Municipal

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites

Tender document for the construction of works (as defined in these documents, hereinafter

referred to as "the Works") detailed in the table given in the IFB.

1.2 The Works consist of:

Construction of Brick masonary Compound wall , Pre cast compound wall and Wire

fencing at different open municipal plots of Ranip wards of West Zone.

2. Source of Funds

2.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL

3. Eligible Bidders

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

meet the following requirements:

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

Contractor registered in “A” Class working with AMC or Registered “A” Class with

the Government of Gujarat, other state Governments, Semi Governments Bodies,

Central P.W.D. & who have a certificate of registration with employee’s provident

fund organization & who have Completed at least

1) One Similar Work costing not Less than 80% of the Estimated Cost, or

2) Two Similar Work costing not less than 50% of the Estimated Cost, or

3) Three similar works costing not less than 40% of the Estimated Cost

With good Quality and Workmanship in the Last 7 Years and

4) Who have an Average annual Turnover in the last Three Financial Years

should be more than 30% of the Estimated Cost.

Escalation factor: Following enhancement factor will be applied for annual turnover and

completion cost of project to bring them to the base year. The current financial year in

which bid is invited shall be considered as the base year. This shall be applicable for last

Seven years only.

Year Financial Year Enhancement Factor

Base (year of inviting tender) 2025‐2026

Enhancement factor is a multiplication factor to utilized for enhancing the value of the

work of work done, turnover Amount. For instance if the bidder has completed the work of

Rs.1.00 crore in financial year 2021-2022, then the bidder can use the enhancing factor of

1.46 and the value of work done shall be 1.46 X 1.00cr. = Rs. 1.46 crore.

Work Completion:

1. For work completion, the bidder has to submit Certificate 3 (A) from their

respective employers. Those works which are not supported by the Certificate

3(A) shall not be considered as completed work.

2. Work completed by the bidder with Government / Semi Government under

the name of the bidder them self shall be considered for evaluation.

3. In case of Earlier Partnership firm (Dissolved Now), any of the partner with

the new firm (New name) bids for the tender, the work completion credential

shall be considered as per the Partnership deed and percentage of profit

shared by the partners of the dissolved firm.

4. Work Completion means completed works only. If the work is in progress and

Some percentage of the work is completed, the bidder can not consider that

amount into the work completed. For example, for the project Rs. 10.00 Crore

if the work is completed 1.50 Cr., then the bidder can not submit the work

completion of Rs. 1.50 Cr. for eligibility of this tender.

5. Works done under Sublet and / or Joint Venture shall not be considered for

evaluation purpose anyhow.

 Bidders shall provide such evidence of their continued eligibility satisfactory to the

Employer, as the Employer shall reasonably request.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the evaluated lowest financial bid

may be required to provide evidence of the origin of materials, equipment, and services to

the satisfaction of the Employer.

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

mined, grown, produced or manufactured; similarly for equipments and from where the

services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

5.1 Organisation & Management

a. Memorandum of association/articles of association/partnership

b. Bids from the joint ventures are not acceptable.

c. Certificate of class of registration

5.2 Financial Status

5.2.1 Achieved an Average Annual financial turnover during the last 3 years, ending

31st March of the previous financial year should be at least 30% of the estimated

cost put to Tender. It should be duly certified by Chartered Accountant.

5.2.2 (Escalation factor as mentioned above shall be used to bring the value of such

completed works to the level of current financial year i.e. 2025-26)

5.2.3 If company did not exist for the last 5 years, corresponding figure for the

year is to be taken as zero.

5.2.4 The agency should Submit Solvency certificate for an amount up to 20% of

the tender amount. A solvency certificate to this effect shall be submitted

by him not Older than Last One Year from any Nationalized bank as per

5.3 Sub-Contractors' experience and resources shall not be taken into account in

determining the bidder's compliance with the qualifying criteria.

Seal and Signature of the Bidder Addl. City Engineer

Date: (WEST ZONE)

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (WEST ZONE)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINANCIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

bid shall be valid for 28 days beyond the validity of the bid.

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

returned as promptly as possible as but not later than 28 days after the expiration of the

period of bid validity.

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

returned when the bidder has furnished the required performance security and signed the

2.4 Earnest Money Deposit may be forfeited

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

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

i) furnish the required Performance Security or

ii) sign the Agreement.

3. (A) Security Deposit :-

Within 15 (Fifteen) days of the date of receipt of the Letter of Acceptance, the

successful bidder shall deliver to the Employer, a Initial Security Deposit in the form

of a Bank Guarantee for an amount equivalent to 5% of the Contract Price. (Ref.

Circular No. 06, Dt.12/05/2025)

The Security Deposit to be provided by the successful bidder in the form of a bank

guarantee as per format shall be issued from any Nationalized or RBI approved

(B) Performance Bond 5% of Amount of Completed Work in form of Bank

Guarantee at the time of final bill. THE CONTRACTOR SHALL SUBMIT THE

PERFORMANCE BOND IN THE REQUIRED FORMAT AS DIRECTED BY A.M.C.

(Ref. Circular No. 06, Dt.12/05/2025)

5% OF CONTRACT VALUE OF ONE YEARS COMPREHENSIVE MAINTENANCE SERVICE

CONTRACT COVERING UPTO COMPLETION OF MAINTENANCE PERIOD OF ONE YEARS

AFTER DEFECT LIABILITY PERIOD BY THE WAY OF DEMAND DRAFT / BANK GUARANTEE

OF BANK AS PER ANNEXURE-1 ONLY IN FAVOUR OF “MUNICIPAL COMMISSIONER,

AHMEDABAD” AFTER COMPLETION OF DEFECT LIABILITY PERIOD.

(C) Defect liability period: 12 month for all work to be carried out by the contractor

excluding any breakage or other repairing /extension work which is not cause due to bad

workmanship or basic civil work done by agency. The period will commence from the

date of virtual completion of the site or as recorded in measurement book for a particular

running / Final Bill which is later. In any case AMC authority has right to en-cash the

performance bank guarantee with out any intimation to contractor, which was submitted

against service to be provided by contractor during the defect liability period for

unsatisfying response from contractor whenever asked during this period.

(D) Retention :-

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

released along with release of payment of Final Bill.

4. Approved Bank: - As per attached ANNEXURE -1 finance dept. circular No-06,

5. Mobilization advance will not be given.

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

7. Liquidated Damages / Penalty:

A Percentage per Day (%) for 0.1% of the Cost of Remaining Work per day from the date

Liquidated Damages delaying the said work up to the date of approved or extended time

limit. (As per Circular no. 9, dated 18/05/2012 issued by M. C.)

B Liquidated Damages for delay 10% of the cost of remaining work up to the date of approved or

Maximum extended time limit. (As per Circular no. 9, dated 18/05/2012 issued

8. G.S.T. on Materials

All charge on account of G.S.T. etc. on material procurement or any other component for the

works from any source shall be borne by the contractors.

G.S.T. payable by the Contractor under the Contract, or for any other cause as of the date

days prior to the deadline for submission of the bids, shall be included in the rates and prices

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

Employer shall be made accordingly.

Seal and Signature of the Bidder Addl. City Engineer

Date: (WEST ZONE)

10. Information / Details to be submitted by the Tenderers

In the Performa mentioned under Statement no 1 to

I/We hereby declared that I/We am/are not partner(s) blacklisted or connected with firm

blacklisted in any states, CPWD / MES / Railways or any Government, Semi-Government or

Private body. In case of Non Register With AMC, The Bidder has to get register

within 3 (Three) month after receiving work order.

At present I/We am/are registered as approved contractor (s), firms in any state, CPWD /

MES / Railways.

We, the partners/owners of this firm, hereby give an undertaking that we are jointly

and severally responsible to meet all the liabilities ever and above the business of this firm and

make good the above financial loss sustained by the Ahmedabad Urban Development

Authority as a result of out abandoning the works entrusted to us.

I / We further declare that my / our near relatives are not working in AMC as an

Addl.C.E., Dy. C.E., A.C.E., A.E., T.S. as on today.

Signature/Stamp of Contractor Additional City Engineer,

APPLICABILITY OF PROVIDENT FUND AND MISCELLANEOUS PROVISIONS

Successful bidder i.e. the agency whose tender is accepted by the AMC shall have to

comply the necessary formalities under the employees provident fund and Miscellaneous

Provisions Act, 1952 as Contributory Provident Fund Scheme is applicable to labourers

engaged in construction activity and shall have to submit proofs regarding deduction of

provident fund and other dues and depositing the same with government department under

the act and the scheme regularly on monthly basis failing which no running / final bill

payment will be made by the AMC to the contractor in any circumstances.

A certificate to the above effect has to be given by the contractor as under.

Depositing Provident Fund contribution

This to certify that we have deducted the employees’ P.F. and deposited the same

along with employer’s contribution towards provident fund on labour charges / wages paid by

us to the labourers engaged for the work of __________ with

Authority under our Provident Fund Code No.

We produce herewith the copies of the challans for the provident fund deduction and

contribution deposited as mentioned above.

Signature/Stamp of Contractor Additional City Engineer,

STATEMENT NO. –3

CURRICULAM VITAE

Details of person

3. Qualifications

Experience in Project Related field

Other experiences

Employment Record.

Sr.No. Period Organization Status /position in

From - To under which the organization

1) Separate sheet for each person to be furnished as above.

2) The contractor’s Project Team should consist of persons in the following disciplines.

a)Senior Engineer with experience of Building work

b) Senior material Engineer.

c)Senior Quantity Surveyor.

d)Project management expert. Site in charge

Signature/Stamp of Contractor Additional City Engineer,

INFORMATION REGARDING FINANCIAL CAPACITY OF THE CONTRACTORS.

Sr. No. Details Amount (Rs. in Lacs) Remarks

1. Solvency . A Banker’s Certificate

May please be attached.

2. Annual Turnover

for the last three

3. Price of biggest

(Construction) job

Signature/Stamp of Contractor Additional City Engineer,

STATEMENT NO. – 4/A

BIDDER’S FINANCIAL CAPACITY

Sr. No. Financial Year Annual Turnover in Net worth Net Cash

1) Figures to be taken from audited balance sheets.

2) Copies of the balance sheet to be attached.

3) Separate sheets should be provided for each member of the consortium.

4) The bidder shall have to provide that for a period of at least 4 months the bidder has

ability to sustain negative cash balance and how he proposes to meet with the same.

5) Cash Plan / Cash flow Statement.

Signature/Stamp of Contractor Additional City Engineer,

AVAILABLE BID- CAPACITY

Value of Construction

works executed in Rs.

The bidder must have available bid capacity more than the amount put to tender.

The available bid capacity will be worked out as follows.

Available bid capacity = (A x N x 2) – B, where

A = Maximum value of construction works executed in any one year during the last five years taking

into account the completed as well as works in progress.

B = Value of existing commitments and ongoing works to be completed during the period of

completion of work for which bids have been invited.

N= Number of years prescribed for completion of work for which bids has been invited.

The statement showing the value of existing contracts and commitments and ongoing works as well as

stipulated period of completion remaining for each of the works listed should be countersigned by the

engineer-in-charge.

Signature/Stamp of Contractor Additional City Engineer,

STA TEMENT NO. –

LIST OF SIMILAR TYPE OF WORKS

COMPLETED DURING THE LAST SEVEN YEARS.

contact Total of Date of

Sr. Year of Name Date of

person of cost work Actual

No. Construction of starting

the project, of the done completion

work Project work

address, work Rs. of work

Note: Certificate from the owners in support of above works may be enclosed with this statement.

Signature/Stamp of Contractor Additional City Engineer,

STATEMENT NO. – 5/A

DETAILS OF ONGOING PROJECT AS ON Dt. 28-02-2026

Sr. Name of Value of Start date Likely date of Name, address,

No project remaining work completion telephone, fax

on Dt. 28.02.2026 no. of project

Rs. in lakhs. authority and

contact person.

Signature/Stamp of Contractor Additional City Engineer,

ybœtJtœ BGþrlrmvj ftuvtuohuNl

ftb btxuLþk xftJthe Jt¤wk xuLzh ylu ftuLx[tfx

xuLzh btxule Nh<tu

(1) y:- yt xuLzh su <u Jdolt yb>tJt> BGþrl.ftuvtuohuNl y&Jt fuLî{ y&Jt htsg mhfthle btLg gt>elt ftuLx[fxhtu

Che NfNu. dJobuLxlt btLg ftuLx[tfxhu yb>tJt> BGþrl.ftuvtuohuNlbtk btLg ftuLx[tfxhtule gt>ebtk hSMxuNl

fhtJJtlwk hnuNu.

c:- btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

f:- xuLzhhle jtgft<

ftb sJtc>th xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb ntug

<ublu s ytvJtbtk ytJNu. ftb ytv<t vnujt ftuLx[tfxhu ftb mk<tu»tfthf <ubs xtRb jebexbtk ÃþY fhJt

sYhe mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

z:- yb>tJt> Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh

mh¾gwjh,lk -17,<t.09/12/2012 bwsc yb>tJt> Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,

heLgwyj Ve <&t yvd{uzuNl Ve ylu btv>kztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

E. xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkath ylu

JvhtNlt ceò hM<tytu&e mk<wÐ ntuJtlwk btle juJtbtk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekd(fu su ftb

fhJt, ftb ÃþY fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekd

btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t

ftblt buRxulLm btxule søgt)

(h) yt ftble mbg bgto>t bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(3) xuLzh Jujezexe rvhegz bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(4) xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

(5) xuLzh Vtubo

xuLzh Vtubo ylu ylwmwrabtkle >hufu >huf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt >M<tJus vh< fhJtlt

(6) ftuLx[tfxhtuyu leaule ctc<tu ft¤SÃËJof JtkaJt rJlk<e Au.

(1) ftuR fkvlelu ltbu xuLzh juJtbkt ytÔgwk ntug <tu fkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

(2) Bgwrl.ftuvtuohuNllt «Joðbtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

(3) ftuLx[tfxhu RLfbxuût mkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

(4) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

(5) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt >huf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

(6) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

xuLzh Chlthlu sKtJJtbtk ytJu Au fu xuLzh >eM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt >uuJtNu lrn

ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj ntug <tu <ult vh l Dwkx<t Ftuxt

jFtK fu ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe

(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk >NtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn ntug <tu xuLzh

ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdo>Nol

btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt rJlk<e Au.

(1) ftuEvK fthK >NtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk ytJNu.

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt

rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu c>ÕGþ / c>Õgt ntug.

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

(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l

fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, h> fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe

hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu

J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o

ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< >NtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK Cwjawf leault

rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu >hlt Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nç>tuubtk sKtJuj hfb

btLg htFJtbtk ytJNu.

(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt Ftltbtk&e hfbbtk

Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt ytJNu.

(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.

(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.

(10) y:- ftbltu «tud{um mbgbgto>t bwsc fhJtltu hnuNu. yt mbgbgot>t 10 jtF mw^elt ftb btxu yuj.ytu.ytR.

ytÃgt <theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY

&guj dKJtbt ytJNu. <&t <u >hBgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ

dKJtbtk ytJNu. ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht Yt.10,00,000.00 (>m jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ct> (LOI)

ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex

btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgto>tbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj

«btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm)

vulÕxe Jmwj fhJtbtk ytJNu.

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >h vwhtk &gujt ftb btxult Au ylu <ubtk bswhe,

vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb Faoltu <&t

sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu >h

fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe

hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t

CtJ ylu >h ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw

fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK

ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl Nh<e

ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t

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

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau >NotJuj ¢btlwmth

>M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu

ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe

yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj

rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh

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

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

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

(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu

<ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt

ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule

sJtc>the vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle

hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu

Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu

ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk.

bswhtultu rJbtu vK W<thJtu.

(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu.

bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

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

<u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

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

<&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu

Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh

Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobt hnuNu.

(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs

dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

(24) ftuLx[tfxh îtht xuLzhbt >NtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt

hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe

J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle

ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

(26) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt Cgmwaf ctuzo,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkvwKo

sJtc>the ftuLx[tfxhle hnuNu.

(27) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt

yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the

ftuLx[tfxhle hnuNu.

(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe <&t

yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe

ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe

yuLSlehgh©elu hnuNu.

(29) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj

MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ

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

WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve juJtbtk ytJNu.

(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg >hBgtl ftuLx[tfxh

îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu VhSgt<

(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu jd<tk ftb btk

ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule btdoœrNoft

lwk vtjl fhJwk.

yufhthlwk Vtubo

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

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

(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

1. Wvhtuf< xuLzhtu su <u Jdobtk hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt. ÂJÂNÐ ÂfMmtbtk stu xuLzhbtk

œNtoJuj ntug <u bwsc yLg ftuLx[tfxh / buLgwVu¾ah xuLzh Che NfNu.

2. yt E-xuLzhbtk >NtoJuj «tEÍcez rmJtglt ztu¾âwbuLx zwÃjefux ftuveytu mt&u Chelu Wvhlt mhltbu ÁcÁ /Mvez vtuMx

&e rlg< mbgbtk btufjJtlt hnuNu.

3. Nh<e xuLzhtu hœ ct<j dKtNu.

4. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

5. ftuLx[tfxh©eytuyu xuLzh mt&u BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtle hnuNu ylu fJh Wvh xuLzh

lkch <&t ftuLxufx lkch MvÐ jFJtu. BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtbtk ln´ ytJu <tu

xuLzh h> dKJtbtk ytJNu.

6. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtle hnuNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf jFJtltu

7. xuLzh Ve <&t R.yub.ze le hfblt z[tVx <&t vu ytuzoh xuLzh bwsc >huf xuLzh btxu yawf yjd yjd ChJtlt hnuNu.

8. ftuLx[tfxhtuyu xuuLzhbt cukflw ltb, Ft<t lkch, btRfh lkch ylu mhltbw MvÐ yûthtubt jFJw.

9. xuLzh Ve, R.yub.ze. ÂJltlt <&t ytuAe auf hfblt xuLzhtu hœct<j (fuLmj) dKtNu.

10. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhuj l ntug <u ftuLx[tfxhu xuLzh ChJt lne.

11. xuLzhtu mt&u BþfJtbtk ytJ<e yluoMx ble xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / jtufj btRfh auf &e

s MJefthJtbtk ytJNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf jFJtltu hnuNu. cukf duhuLxe

yb>tJt> NtFtle ntuJe sYhe Au.

12. ftuLx[tfxh©eytuyu JucmtEx Wvh xuLzh ltuxembtk >NtoÔgt Bþsc òu ftuE Mþ^tht J^tht fhJtbtk ytJuj nNu <tu btLg

htFJtlt hnuNu su ykdu AuÕjt 72 fjtf vnujt Juc mtEx Wvh su <u xuLzh auf fhe ChJtLþk hnuNu.

zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h©e,ybœtJtœ” lt ltbltu fZtJJtu.

vrµbÍtul Esluh Ft<t îtht «ftrN<

Contractor signature Additional City Engineer

Contractor signature Additional City Engineer