Construction & Repair And Renovationof Compund Wall In Muncipal Counsilior Shree,MLA Shree, And Other Budget in Nava Vadaj Ward (ARC).(ARC)

Name of work :- Construction & Repair And Renovationof Compund Wall In

Muncipal Counsilior Shree,MLA Shree, And Other Budget in Nava Vadaj Ward

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT- WEST ZONE.

Name of Work:-Construction & Repair And Renovationof Compund Wall In

Muncipal Counsilior Shree,MLA Shree, And Other Budget in Nava Vadaj Ward

Sr.No. Qty Items Rate Per Amount

1 Demolition of Brick work and stone 544.95 Cu.M.

masonry including stacking of

10 serviceable materil as and disposalof

unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

2 Demolition including stacking of 1047.38 Cu.M.

serviceable materilas and disposal of

unserviceable materials with all lead

and lift. (i) R.C.C. work

3 Removing and scraping of old 19.38 Smt

deteriorated plaster of any

thickness from wall / R.C.C

50 member including stacking of

serviceable material and disposal of

unserviceable from site of work with

all lead and lift

4 Excavation for foundation up to1.5 m 115.92 Cmt

depth including sorting out and

stacking of useful materials and

disposing of theexcavated stuff

upto 50 Meter lead.(A) Loose or

10 1.5 to 3.0 mt.depth 128.52 Cu.M.

5 Providing and laying cement 2492.51 Cmt

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

6 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:

(A) Foundations, footings, base of 3977.88 Cu.M.

25 columns, and mass concrete.

(B) Walls from top of foundations /level 4484.17 Cu.M.

20 up to floor Four level.

(C) Slabs,landing,shelves,Balconies 4460.36 Cu.M.

20 Lintels, Beams, Girders and Cantilever

upto floor two level.

(D) Columns, pillars, posts, and struts, up 4558.2 Cu.M.

to floor Four level.

(E) Staircase up to floor four level. 5418.91 Cu.M.

(excluding landing)

(K) Vertical and horizontal fins up to 4701.97 Cu.M.

floor four level.

7 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)

50 (A) Conventional (upto 10 ton) 3981.21 Cmt

1 B) Modular 4241.7 Cmt

8 Extra Rate for brickwork in

Above Item for super structure above

plinth level upto floor two level (B)

a 200 (A) Conventional (upto 10 ton) 4253.46 Cmt

9 .Providing TMT Bar FE 415 66.59 Kg.

reinforcement for R.C.C. work

500 including bending, binding and placing

in position complete up to floor two

level (up to 10 ton)

10 Providing 15 mm thick cement 174.83 Sqm

plaster in single coat on Rough

(Similar) side of single or half brick

400 walls for interior plastering up to

floor two level and finished even

and smooth in (i) Cement mortar

1:3 (1-cement :3-sand)

11 Providing 20mm thick sand faced 297.68 Sqm

cement plaster on walls upto height

metres above ground level consisting

400 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.

12 Providing and fixing M.S. grills of 100.17 kg

required pattern to wooden frames of

windows etc. with M.S. flats at

850 required spacings and frame

alround, square or round bars with

round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

13 Providing form work in ordinary

timber planking so as to give a

rough finish including centering,

shuttering, strutting and propping

etc. height of propping and

centering below supporting floor to

celling not exceeding 4 M &

removal of the same for in situ

reinforced or plain concrete work

upto floor four level

a Foundation, footings, bases of 171.68 Smt

5 columns etc. and mass concrete.

b (B) Flat surfaces such as soffits of 252 Smt

supspened floors slabs Landings and

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

c (B) Flat surfaces such as soffits of 270.9 Smt

suspended floor roof slabs Landings

and the like. (2) Floors etc. above

200mm in thickness.

d Vertical surface such as walls (any 229.95 Smt

thickness) partitions and the like

including attached buttresses & string

course & the like.

e (ii) Sides And Soffits Of Beam, 192.15 Smt

Haunchings Cantilevers, Girders,

Bressumers And Lintels Not

Exceeding 1 M In Depth.

f (G) Columns PillarsPosts and struts. 297.68 Smt

400 (1) Square Rectangular Polygonal in

g 0 (2) Circular or curved in plan. 422.1 Smt -

h (H) (2) Sides and soffits of Beams 259.88 Smt -

Beam Haunchings canti-levers Girders

Bressumers and Lintels exceeding

14 Finishing wall with weather proof 113.4 Sqm

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

15 Filling available excavated earth 129.1 Cmt

(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.

16 Conveyance charge of Earth,Lime, 235.51 Cu.M.

Murrum, building rubbish earch

125 manure or sludge and excavated rock

and fly ash,aggregate of any kind

etc.comp.upto 5 km lead.

17 Providing and fixing 1.20 Metre high 385.4 Rmt

fencing with 2.0 Metre long M.S.

Angle posts 40mm x 40 mm x6 mm

and oil painting 3 coats fixed at

Mt,C/c. with five Horizontan lines and

two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per

100 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

18 Providing and applying ART work 610 Smt

painting. It shall be waterproof and

capable of bridging crazing and cracks,

paint of makes as per approval. Item

including Surface preparation,

applying one coat of primer coat shall

not be less than 50 micron & make as

50 per listed in the tender and also

including all types of Scaffolding,

safety accessories, Labour, all

materials lead, Lift tools plants,

Testing etc. complete to execute the

work as directed etc. complete for

substructure and super structure

19 Providing and Laying of Rubber 429 Smt

Moulded Paver Block Grey/Coloured

60 mm thick, M-35 Grade of any size

shape (Usually Uni-Paver Blocks)

using black trap good quality

aggragate of 20 mm nominal size for

footpath,parking areas, service lanes

and other areas as mentioned in the

drawing / instruction of engineer in

charge. Cost includes formworks using

rubber mould, Rate providing and

laying paver blocks as per required

grading and specification. The paver

block shall be mechanically

50 compacted. The work of paving blocks

shall be executed in line and level by

skill mason of flooring work only. It

should be laid in such a way that the

no cutting of the paver block to be

necessary. if cutting of paver block

necessary then it should be cut by

machine only and carting. The finished

surface of the paver block shall have

resonably good, plain finished. Paver

blocks shall be compacted and shall be

relaid if necessary. Gravel or such type

of materials shall not be allowed for

production. Laying on 5 cms thick

20 To provide chotta hathi (Light Weight 1750 Shift

Vehicle) , driver with fuel, to carryout

5 different works during day/night

Work shall be carried out as per the

instructions of Engineer In-Charge.

21 Supplying, labour for excavation of all

types of soil at any depth including

excavation of asphalt pavement of any

thickness, demolition of brick work /

flooring in CM of any proportion

including stacking of serviceable

materials and disposal of unserviceable

material, cleaning of rain water

spout/weep holes of various bridges,

etc. or as directed by engineer in

Mazdoor at day /night (Item As Per R 452 No

10 & B Ahmedabad city SOR 2023-24

Item Code L037 page-39)

Makadam/ supervision/Fitter at day / 640 No

Night (Item As Per R & B Ahmedabad

10 city SOR 2023-24 Item Code L014

22 Painting one coats (excluding priming 54.35 Smt

coat) on previously painted steel and

other metal surface with enamel paint,

brushing to give an even shade

22 including cleaning the surface of all

dirt, dust and other foreign

matter.(Item As Per R & B

Ahmedabad city SOR 2023-24 Item

Code 19003 page-136)

23 Supplying electric breaker machine for 1071.42 Shift

RCC slab or asphalt demolishing work

on site by using operator, fuel, power

supply etc.complete as directed. (no

payment should be allowed for non

working condition of machinery and

for pipe line excavation and M.H.

work. Allowed only for break down

work) (Based on Previously approved

rate by CE sir )

24 Supplying Pneumatic Breaker Machine 535.71 Hr

for RCC Slab or Asphalt Demolishing

Work on site by using Operator, fuel,

power Supply etc. Complete as

Directed. (No payment should be

allowed for non working condition of

machinery and for pipe line excavation

and M.H. work. Allowed only for

break down work) (Based on

Previously approved rate by C E sir )

25 Providing in line level plumb, 390.00 Rmt

fabricating and fixing three row

horizontal barbed wire fencing and

punched tape concertina coil of

turns per meter of 610 mm dia

fixed with clips on top of the angle

iron posts. The punched tape

concertina coil having sharp barbs at

every 25 mm spacing shall be

mm thick and 19 mm width and

weighting 13 kg/100 mt. (Average) as

per manufacture's specification. The

rate shall also include

providing and fixing 1.20 mt.total

long MS angle 40 x 40 x 6 mm @3.00

mt.c/c spacing embaded in RCC

column, angle posts shall be painted

with one coats of red oxide and two

coats of enamel paint of approved

quality at top compound wall.

Seal and Signature of the Bidder Add City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

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

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Construction & Repair And Renovationof Compund Wall

In Muncipal Counsilior Shree,MLA Shree, And Other

Budget in Nava Vadaj Ward (ARC)

2 Time Limit 12 Months

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

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.25,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days.(As per Latest AMC

finance dept.circular).

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

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1finance

dept.circular No-14 Dt.4/6/13

8 Tender fees Rs.900/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

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

Manager(west zone),Ahmedabad Municipal Corporation, West Zone,

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

10 Tenders issue date Tenders from the AMC website www.amc.nprocure.com&

www.nprocure.comshall be down loaded from AS PER TENDER NOTICE

11 Last Date of Submission Dt.17-07-2026upto18:00hrs As per Notice inviting Tender / Addendum /

of the Corrigendum.. The tenders received after latest schedule date and time

Tender will not be entertained under any circumstances.

12 Tender Documents Dt.18-07-2026upto12:00hrs to Assistant Manager / Add.C.E.(W/Z) office, 2nd

Submission Floor, Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Date of Opening Dt.18-07-2026 upto15:00hrs As per Notice inviting Tender / Addendum /

Corrigendum (only Techanical Bid) to Assistant Manager /

Add.C.E.(W/Z) office, 2nd Floor, Dr. Ramanbhai Patel

Bhavan,Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013

14 Mode of sending the Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

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

shall be rejected outright.

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

Specification be applicable..

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

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

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

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

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

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

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

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

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

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

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

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

monsoon, whichever is later.

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

months from the certified date of completion which should include one

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

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

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

treated as the last date.

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

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

works within 48 hours of intimation of work. Communication done

telephonically via Calls,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.

18 Compensation for Delay 10% of Remaining work (As per Circular)

19 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To the

Final Submission Time And Date. The Same Shall From a part Of Tender

And The Same As to be Attached Along With The Tender Document.

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

21 GST 18% GST will be paid extra by AMC/Authority at prevailing rate to the

22 Municipal Commissioner reserves the rights to reject any or all the tenders without assigning any

reasons thereof.

23 Conditional tenders will not be accepted.

24 Mobilization advance will not be given.

25 Contractor has to provide more than one number of gangs as per the works allotted and in case of non

providing of gangs and machinery at all sites at given time shall be treated as delayed by contractor

and penalty shall be levied on per day delay as mentioned as above.(the amounr shall be as instructed

earlier based on the tender amount)

26 The staff of the contractor shall wear safety jackets,hoes, helmets etc. while on duty and any violation

will attractfineofRs. 5,000/-foreach incident. Failure to erect safety signage or trying to carry out the

works with out proper precautions/safety measures as required will attract a fine of Rs.5,000/-for each

27 The contractor shall adhere to the maintenance schedule outlined in the tender documents and comply

with the prevailing AMC circulars issued from time to time.

Seal and Signature of the Bidder Add. City Engineer (West Zone)

AMC Finance dept. circular No – 41, Dt.08/02/2022

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

(1) All Nationalized Banks

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

2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee irrespective

of the date of termination of Bank Guarantee. Guarantees issued or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Add.City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

sealed Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit (Rs.)

1 Construction & Repair Rs.25,00,000.00 Rs.25,000/- 12 Months

And Renovationof

Compund Wall In

Muncipal Counsilior

Shree,MLA Shree, And

Other Budget in Nava

Vadaj Ward (ARC)

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

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

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

Pay Order from any Nationalised Bank in favour of MUNICIPALCOMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable.

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

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

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

Financial Condition.

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

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

Ahmedabad-380013.

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

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013.in the presence of bidders or their representatives

who choose to attend. In the event of the specified date of bid submission/opening being declared a

holiday for the Employer, the bids shall be received /opened on the next working day at the same

place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee &

EMD (Draft /DD) and all other enclosures as asked in tender.

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

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

Delivery in duplicate.The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

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

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

a holiday for the Employer, the Tender will be opened at the appointed time and location on the next

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

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

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

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

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

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

responsive and the Tender volume will be returned to the bidder.

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

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

be rejected as non-responsive and no further evaluation carried out.

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

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

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

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

ascertaining the correctness of the information/details.

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

time. In the event of specified date of bid opening being declared bidders who qualify the criteria then

bidder bid will be considered for opening of price bid.

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

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

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

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

and Condition).

6. Notification of Award

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

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

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

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

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

7.A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving letter

of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

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

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

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

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

time of bid opening to the time contract is awarded.

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

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

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

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

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

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

rejection of his bid.

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

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

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

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

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

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

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

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

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

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

3. Eligible Bidders

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

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

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

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

required to register himself with AMC within 3 month's time.

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

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

4. Eligible Material, Equipment and Services

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

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

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

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

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signeture Bidder

5.3 Disqualification

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

following reasons:

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

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

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

the applicant or financial failure due to bankruptcy.

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

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

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

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

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

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

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

7. Bidding Documents

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

with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which

are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

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

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

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

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

English translation shall prevail.

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

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

online by the bidder.

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

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

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

10. Bid Validity

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

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

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

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

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

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

be required to extend the validity of his Bid Security for the period of the extension, and in compliance

with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

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

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

authorized to sign on behalf of the bidder.

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

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

or persons signing the bid shall initial all such corrections.

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the NIT.

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

14. Signing of Agreement

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

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

determined by the Employer for signing the Form of Agreement.

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

quality work within the given time schedule.

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

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

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

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

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

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

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

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

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

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

process or in contract execution; and

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

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

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

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

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

assigning any reason thereof.

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

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

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

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

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

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

conditional tenders, will be rejected.

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

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

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

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

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

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

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

personnel shall be provided with florescent jackets. This shall be Provided at no extra cost by the

bidder under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

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

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

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

official fees including security deposits and other expenses shall be of initially paid by the contractor.

AMC may support to get the temporary connection and may at its diseretien get the same

converted to permanent connection at the same of AMC if desired do,and contractor shall as no

extra cost support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

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

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

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

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

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

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

to any benefit that may rise there from.

21:-OVERPAYMENT AND UNDERPAYMENT:

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

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

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

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

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves the

right to carry out post payment audit and technical examination of the final bill including all supporting

vouchers, abstracts, etc.

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

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

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

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

recovered by the Municipal Corporation from the contractor by way of all the means prescribed above

or if any under payment is discovered by the Municipal Corporation, any amount due to the contractor

under this contract or under payment may be adjusted against any amount then due or which may at any

time thereafter become due before payment is made to the contractor from him to the Municipal

Corporation on any other contract account whatsoever.

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

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

payment then due or thereafter to become due an amount sufficient to completely indemnify the owner

against such lien or claim or if such lien or claim be valid the owner may be or become due and

payable to the contractor. If any lien or claims remaining, unsettled after all payments are made, the

contractor shall refund or pay to the owner all money that the latter may be compelled to pay in

discharging such lien or claim including all cost and reasonable expenses.

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

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

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

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

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

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

www.amc.nprocure.com&www.nprocure.com 48 hours prior to the deadline of submission of the tender.

Tenderers shall verify the number of addendum issued and enclose the same with the tender documents

failing which the tenders shall be liable for rejection and no any complaint in respect to this shall be

entertained under any circumstances.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2.Earnest Money Deposit :-

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

for 28 days beyond the validity of the bid.

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

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

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

bidder has furnished the required performance security and signedthe agreement.

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) SecurityDeposit :-

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

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

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

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

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

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

9.Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding GST)

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

Special Clause:

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

deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

General terms & conditions

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

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

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

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

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

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

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

Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as

reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific mention

for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

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

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall not

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

used in the work found defective at a later date. The contractor shall have no claim to any payment or

compensation whatsoever on account of any such materials being rejected by the Engineer in charge.

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

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

using them in the work.

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

site of work within 24 hours.

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

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be kept in

sufficient numbers and in good working condition at the site of the work. All excavated trench shall be kept

covered with barricade and caution tap.

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

the contractor shall be considered only if the contractor provided satisfactory evidence that such special

mode of construction and completion of work to the required strength and quality. Acceptance of the same

by the Engineer in charge shall not however, absolve the contractor from the responsibility of any adverse

effect and concordance of adopting the same in the course of exaction or completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor Mineral

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

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian Standard)

shall be taken to engrave the safety of men, materials and machinery on the work and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of actual

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

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

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

as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for this project.

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

contract agreement shall have to be executed between AMC & the agency to which work is awarded for

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

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

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

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

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

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

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

cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract

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

shall be deducted from contractor’s bill.

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

Designeted Officerwill be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification and the

Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the intent of the

plants and specifications.

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

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

payable by the contractor.

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

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates

keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing, sanitation

and cleaning down. The contractor will be responsible for all the costs where applicable of connection, meter

installation, water consumed, water required for testing purposes, disconnection and the laying,

maintenances and ultimate removal of any distribution system around the site.

29. Electricity:Electric supply will be made available at the site by the Contractor and the contractor must make

his own arrangements with the Corporation and Electricity Supply Authorities and with other contractors to

connect and to take a supply from such services, paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of the

work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the work.

No compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as the

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria mentioned

above along with the bid. They shall have also to submit the income tax clearance certificate and solvency

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

32. The contractor shall get the electrical works executed through the authorized Government approved licensed

electrical person or firm in appropriate category in accordance to contractual provisions.

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

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total amount of

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total amount of

work increases/ decreases.

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

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

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

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim to

that effect shall be entertained. The Municipal Commissioner also reserves the right to reject any or all the

tenders without assigning any reason thereof.

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

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

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

(like site is not available and due to unavoidable circumstances arise), after evaluation of situation the actual

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

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

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

the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt ytJNu

<ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof

JtkkaJt rJlkk<e Au.

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

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

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

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

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

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

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

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

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

9: rJmkkdr< ylu rnmtc stud:

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

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

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

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

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

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

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

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

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

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

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

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

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

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

2) xuLzh Vtubole ylwmwra-ce

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

ftuLx[tfxh ck^tgujt Au.

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

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

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

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

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

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

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

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

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

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

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

yufhthlwk Vtubo

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

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

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

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

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 monthsafter the order to start the works. Progress of work should be in

proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and instructions

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

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

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

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

Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C.

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

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

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

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

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

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

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

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

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

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

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

arrangement for water required for the work.

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

have to carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for

subsequent changes in site and design is entertained.

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

prepare the measures boxes according to this measure.

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

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

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

this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the

period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of his

tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any

right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

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

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to make his

own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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'SSIGNATURE ADD.CITYENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work:Construction of Masonary Compound wall & Other Requried Work for Compund Wall at

different A.M.C Buidling Compund Wall And Municipal Corporation Plot And Diff Plot

possession given by Estate Department in Nava Vadaj Ward 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 Mortar.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-

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-

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-

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

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

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.

Mode of measurement and payment :

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

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

shall be made for surplus excavation made in excess of above requirements or due to slopping

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

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

Item No. 4aExcavation for foundation for depth from 1.5 m to 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 50 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

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

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 this purpose.

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

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

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

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 following:

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 specified.

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

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

(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

(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

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 centers.

(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

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

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

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, windows etc.

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) Conventional

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 etc.

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

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-

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-

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 12 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 2 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

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 7 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

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

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

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 only

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 case may be.

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

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-

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

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 hardened.

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

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

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-

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 100 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-

The rate shall be for a unit of Rmt

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm

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 100 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

The rate shall be for a unit of Rmt

Providing and applying ART work painting. It shall be waterproof and capable of bridging crazing and

cracks, paint of makes as per approval. Item including Surface preparation, applying one coat of primer

coat shall not be less than 50 micron & make as per listed in the tender and also including all types of

Scaffolding, safety accessories, Labour, all materials lead, Lift tools plants, Testing etc. complete to

execute the work as directed etc. complete for substructure and super structure components.

The rate shall be for a unit of Smt

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any

size shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for

footpath,parking areas, service lanes and other areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using rubber mould, Rate providing and laying paver

blocks as per required grading and specification. The paver block shall be mechanically compacted. The

work of paving blocks shall be executed in line and level by skill mason of flooring work only. It should

be laid in such a way that the no cutting of the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting. The finished surface of the paver block

shall have resonably good, plain finished. Paver blocks shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall not be allowed for production. Laying on 5 cms thick

The rate shall be for a unit of Smt

To provide chotta hathi (Light Weight Vehicle) , driver with fuel, to carryout different works during

day/night Work shall be carried out as per the instructions of Engineer In-Charge. Approved rate

The rate shall be for a unit of Shift

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

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

stacking of serviceable materials and disposal of unserviceable material, cleaning of rain water

spout/weep holes of various bridges, etc.or as directed by engineer in charge

The rate shall be for a unit of Day/Night

Painting one coats (excluding priming coat) on previously painted steel and other metal surface with

enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other

foreign matter.

The rate shall be for a unit of SMT

Supplying electric breaker machine for RCC slab or asphalt demolishing work on site by using operator,

fuel, power supply etc.complete as directed. (no payment should be allowed for non working condition

of machinery and for pipe line excavation and M.H. work. Allowed only for break down work).

The rate shall be for a unit of Shift

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and M.H. work. Allowed only for break down work) .

The rate shall be for a unit of Hour

Providing in line level plumb, fabricating and fixing three row horizontal barbed wire fencing

and punched tape concertina coil of 9 turns per meter of 610 mm dia fixed with clips on top of the

angle iron posts. The punched tape concertina coil having sharp barbs at every 25 mm spacing

shall be 0.5 mm thick and 19 mm width and weighting 13 kg/100 mt. (Average) as per manufacture's

specification. The rate shall also include providing and fixing 1.20 mt.total long MS angle 40 x

40 x 6 mm @3.00 mt.c/c spacing embaded in RCC column, angle posts shall be painted with one coats

of red oxide and two coats of enamel paint of approved quality at top compound wall.

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. In charge.

CONTRACTOR'S SIGNATURE ADDCITY ENGINEER

& STAMP (West Zone)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl – œrûtK vrùbÍtul

vrùb Ítul Ítulj ytuVem,

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btufjJtlt hnuNu.

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yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh ltuxem

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cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

4. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

5. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

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7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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9. Nh<e xuLzhtu hœ ct<j dKtNu.

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15. dwsht< mhfth ©b,ftuiNÕg ylu htusdth rJCtd îtht XhtJ ¢btf:LED/WRT/e-file/11/2024/0293/M2 mraJtjg

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zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK fgto ctœ

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fhtJJtbtk ytJNu.

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fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu hnuNu.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

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

the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the

employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by

concerned authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor &

Municipal Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the said amount from the

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date 06--02-

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

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

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

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

* MODIFICATION OF DOCUMENTS

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

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

of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be necessary to comply with any

* ADDENDAUM/CORRIGENDUM .

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

The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly filled in by the

contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published by A.M.C through its

website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the tender

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

 Schedule of Maintenance Works:-

On Daily Basis:- Required supervision for Different Municipal School &

Anganwadi & Ren Basera& Muncipal Compundwall of Diff.Plot & Buidldings.

On Weekly Basis:- Required Supervision for Different Municipal

Garden,Municipal Party Plots,Auditorium.

For Every 15 Days:- Required Supervision for Different Municipal Plots,

Hospitals,Library,City Civic Center,Sub zonal office & Other Municipal

Properties/Buildings.

Scope of Work: Schedule of Maintenance for Civil Works

The Contractor shall be responsible for the comprehensive repair and maintenance of all civil works

within the specified premises/site to ensure that all installations are kept in good, safe, and trouble-free

operating conditions at all times. The maintenance scope includes both planned preventive

maintenance (PPM) and attending to day-to-day repairs/breakdowns (reactive maintenance).

1. Description of Works Covered

The civil works covered under this contract include, but are not limited to, the following assets:

 Building Fabric: Internal and external walls, plastering, painting, and finishes.

 Structural Elements: Foundations, columns, beams, roofs, and all associated structural steel or

 Flooring & Carpentry: All types of flooring, false ceilings, doors, windows, ventilators, and associated

 Plumbing & Sanitary: Water supply lines, drainage systems, sanitary fixtures, gully traps, manholes,

and sewage disposal systems.

 External Works: Internal roads, footpaths, storm water drainage, fencing, and boundary walls.

 Specialized Areas: Waterproofing of terraces/toilets/basements, horticulture works, and any other

incidental civil works.

2. Schedule of Maintenance

The contractor shall develop and submit a detailed Annual Maintenance Plan (AMP) and program of

work for approval by the Engineer-in-Charge prior to starting work. This plan must detail the frequency

and specific tasks for each item.

2.1. Preventive Maintenance (PPM)

PPM tasks shall be carried out at specified frequencies to prevent equipment failure and reduce

reactive maintenance needs.

Frequency Typical Tasks (Examples)

Monthly/Fortnightly * General inspection of all civil assets. * Checking for leakages in plumbing

lines and sanitary fixtures. * Attending minor blockages of drain pipes and

gully traps. * Ensuring smooth operation of doors and windows, including

lubrication of hinges/locks.

Quarterly * Detailed inspection of structural elements for cracks/defects. * Testing all

drainage systems for proper flow. * Checking and minor repairs of all flooring

and false ceilings. * Repainting minor patched-up areas in walls/ceilings.

Bi-Annual/Annual * Thorough cleaning of overhead/underground water tanks. * Detailed

inspection of roofing and waterproofing membranes. * External painting and

maintenance of the building exterior and external works.

2.2. Breakdown / Reactive Maintenance

The Contractor shall attend to all breakdowns and repair requests promptly to ensure minimal

downtime of facilities.

 Emergency Calls (e.g., major water burst, structural damage): Response time shall be a maximum

of [ e.g., 2 hours] from reporting the incident, with rectification starting immediately.

 Normal Calls (e.g., minor leaks, door repair): Response time shall be a maximum of [e.g.,

3. Contractor's Obligations and Deliverables

 Manpower and Equipment: The Contractor shall provide all necessary materials, equipment, tools

and tackles, supervision, and skilled labor required for the execution and maintenance of the work.

 Documentation: The contractor shall maintain detailed logbooks of all maintenance activities (PPM

and breakdowns), test reports, and usage of materials, to be verified and signed by the Engineer-in-

Charge's representative.

 Materials: All materials used for repairs and maintenance must be of approved quality and make, as

specified in the Bill of Quantities (BOQ) or directed by the Engineer-in-Charge.

 Safety: The agency must ensure all safety precautions and adhere to relevant safety rules and

regulations during the execution of work.

 Reporting: The contractor shall submit monthly/quarterly maintenance reports to the

Client/Consultants.

The following items are generally excluded from the scope of routine maintenance (unless specified

otherwise in the BOQ):

 Major capital works or new construction projects.

 Replacement of major capital equipment beyond normal wear and tear (e.g., full lift replacement vs.

 Repairs for damages caused by natural calamities or third-party actions not covered by the contract

Skilled personnel

 Supervisor/Foreman: Oversees work and ensures quality and safety.

 Masons: For brickwork, plastering, and other masonry tasks.

 Carpenters: For repairing and installing doors, windows, and other wooden structures.

 Plumbers: For repairing drainage, water supply, and sanitary systems.

 Pump Operators: If the work involves pumps.

 Other skilled trades: May include electricians or other technicians depending on the specific

maintenance needs.

Unskilled personnel

 Beldars/Helpers: Assist skilled workers with various tasks.

 Laborers: For general tasks like material handling, site cleanup, and other manual labor.

 Sewermen: Specialized personnel for sewer-related maintenance.

 Clerical staff: A clerical person may be needed for office work related to the project.

Important considerations

 Project-specific assessment: The exact number of people needed will depend on the specific tasks,

such as repairing garages, drains, or roads.

 Skilled vs. unskilled ratio: The ratio of skilled to unskilled labor should be adjusted based on the

project's needs. For example, a plumbing repair will require more plumbers than unskilled labor, while

a general cleanup will require more unskilled labor.

 Tools and equipment: Contractors are typically responsible for providing their own tools and

 Safety and compliance: Manpower deployment must comply with safety regulations and labor laws,

including timely payment of wages and benefits.

For all of the above Works Required Manpower As below:-

Mason/Plumber/Carpenter:- 1 No’s of Skilled 2 No’s of Unskilled Labour with all tools and

equipments & Materials to be supplied at site within 1 days, for different Maintenance

work as an when required. The Work should be started within 24 Hours and to be

complete on same day as an when required for the said work as per Instructions of

Engineer in Charge.

For Flooring Work:- 01 Mason (Skilled ) & 02 No’s of Unskilled Labour for Every 10 Smt

Area & For Above That Same Formula will be applied.With all tools and equipments &

Materials to be supplied at site within 3 days.

For Colour Work:- For Every 50 Smt Area 1 Painter with 1 Helper Required for different

coats upto to the final coat & Vice Versa for Above Area same formula will be

applied.With all tools and equipments & Materials to be supplied at site within 5 days.

For Different Fabrication/Alumnium/New Wooden Work:- For Construction of New Shed

or Grill work or different Fabrication work as an when required. The Manpower Required

for this will be 2 nos of Fabricators ( Skilled ) and 2 Nos of Helper ( Skilled ) For necessary

Fabrication of new or repairing work with all tools and equipments upto the area of

Smt. The Given Task Should be Started within 3 Days or as as per Instructions of Engineer

For All of the above activites Necessary Bond should be given by contractor Before

Starting of the work, Failing to the above so will be solely responsilbility of contractor and

will be Put up for Debar as per Ahmedabd Municipal Corporation circular & Norms.

Bond To Be Given as Below on Letter Head of Contractor After Allotment of Work

Additional City Engineer

West Zone-Engineering Department.

Subject: - Regarding schedule of Maintenance of Works as Per Tender Clause and scope

of works as per BOQ Tender Items.

With Reference to the above subject for the entire Schedule of Maintenance work, we

bind to agree to the above all of the activities in given time format with necessary

manpower with all necessary Equipments and Materials. Failing to the Above Scope Will

be solely Responsible of Our Firm, and necessary actions if taken by AMC for Debar As

Per AMC Circular No. 74 Dated:- 15.10.25 of our firm for not completion of work, will be

solely responsible By our firm.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP Mobile No.:- (West Zone)