Construction of civil work at T.P.21 F.P.No.353,378,381 and diff mu. plot Of Sabarmati and Motera Area in Sabarmati Ward of west zone.

1. Name of Work : Construction of civil work at T.P.21 F.P.No.353,378,381 and

diff mu. plot Of Sabarmati and Motera Area in Sabarmati

Ward of west zone.

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 83,074.00 (D.D. / Pay

3. Earnest Money

- Order / Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

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

or by Courier.or hand delivery

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

(iii) Description essential to :

a) Name of work, Tender Notice No. & Tender No.

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

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

Schedule of Quantities and

Rates It shall not be submitted Physically.

9. Date of Opening : Dt.01-05-2026, 15:00 PM

10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office

Opening of Tender hours: On date.07-03-2026 &12:00 pm West Zone, 2nd Floor, A.M.

Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

11 Penalty Due to Delay of work (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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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

major of part thereof of any amount, the contractor shall be bound to

start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and through letter / E-

mail shall be considered legal and binding for the same. Failure of

comply to start the works in 48 hours of intimation as above by

Time permitted to start parts

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.

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

fine of Rs. 5,000/- for each incident.

Safety Failure to erect safety signage or trying to carry out he

works without proper precautions/safety measures as

equired will attract a fine of Rs. 5,000/- for each incident.

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

Defect &Liability Period 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 12 months from the certified date of completion which

should include one monsoon.

(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

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

Whenever a work is allotted by Engineering staff, whether minor

or major of part thereof of any amount, the contractor shall be

bound to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, 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

Time permitted to start parts intimation as above by contractor the contractor shall be levied

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

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

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.

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

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

Addendum/Corrigendum

17 Tender And The Same As to be Attached Along With The Tender

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

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

Signature of contractor

Add. City Engg.(West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Name of The Work:- Construction of civil work at T.P.21 F.P.No.353,378,381 and diff mu. plot Of

Sabarmati and Motera Area in Sabarmati Ward of west zone.

Sr. No. Qty Description of Item Per Amount Rs.

Earth work in cutting in all sorts of soil

1 2000.00 & murrum incldg.conveyaning ,breaking clods 59.14 Cmt

spreading the stuff as & where dire. With in a

lead of 50 mt. from end of cutting.

2 Excavation for foundation up to1.5 m depth

250.00 including sorting out and stacking of useful 115.92 Cmt

materials and disposing of theexcavated stuff

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

5.00 1.5 to 3.0 mt.depth 128.52 Cmt

Conveyance charge of earth, lime, murrum,

3 building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

Including spreading & levelling etc. complete.

2500.00 c)Lead up to 5 Km. 117.20 Cmt

Dismantling the following including loading,

unloading and disposal of unserviceable material

4 for all lead or as directed by Engineer-In-Charge

and stacking the serviceable material and

backfilling the resulting trenches and pits

a 5.00 central verge -kerb stone 8.00 Rmt

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead and

Demolition & disposal of unservisable material

c 20.00 with all lead and lift for unreinforeced concrete. 348.10 Cmt

Demolition of brick work & stone masonry

d 100.00 including stacking of serviceable materials and 314.50 Cmt

disposal of unserviceable materials with all lead

and lift (1) In cement mortar.

Demolition including stacking of serviceable

e 10.00 materials and disposal of unserviceable materials 604.74 Cmt

with all lead and lift. (I) R.C.C work.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

5 demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

a 100.00 up to 0.20 meter thickness (By Manual) 70.40 Smt

0.20 to 0.30 meter (By any type of Breaker

b 50.00 Machine or R.C.C.Cutter machine including cost 176.00 Smt

of operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker

c 25.00 Machine or R.C.C.Cutter machine including cost 311.08 Smt

of operator, fuel, & transportation etc complete.

Supplying and fixing of 380 mm H x 300 mm L x

200 mm B Kerb block for Central Verge in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed

finish/ formwork, mould with well equipped

with vibratory system for kerb stones of

approved design including curing, etc. complete,

including the cost of formwork etc. complete. The

rate shall also include necessary cutting of asphalt,

6 50.00 fixing the Kerb stones in line and level on 5 cm 431.96 Rmt

thick sand bedding with necessary equipments

and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by Engineer

in change to form a portable mixture. In any case

Gravel or such type of materials shall not be

allowed for productiona) Laying on 5 cm thick

Supplying and fixing of 300 mm-L x 150 mm-B x

380 mm-H Kerb block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate

of Sevaliya/Timba or equivalent quality for

pre-cast blocks, reasonably exposed finish/

formwork , mould with well equipped with

vibratory system for kerb stones of approved

design including curing, etc. complete, including

the cost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing the

7 125.00 Kerb stones in line and level on 5 cm thick sand 350.89 Rmt

bedding with necessary equipments and

materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by Engineer

in change to form a portable mixture. In any case

Gravel or such type of materials shall not be

allowed for production. a) Laying on 5 cm thick

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

8 6000.00 paver blocks as per required grading and 501.60 Smt

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 5cms thick sand beddding.

Provdg. & laying cement concrete 1:5:10 (1

9 50.00 cement : 5 coarse sand : 10 hand broken stone 1802.24 Cmt

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in.

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

10 1500.00 work including bending, binding and placing in 66.59 Kg.

position complete up to floor two level (up to

Providing and Casting in situ ordinary

cement concrete M200 for R.C.C. Raft and cutt

11 5.00 off walls including necessary shuttering laying, 3672.30 Cmt

vibrating, ramming and curing complete.(B) Walls,

fom top of foundation level upto floor two level

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

12 carriage of mixed Material by tipper to site,

laying in uniform layers in subbase / base course

on well prepared surface and compacting with

vibratory roller to achieve the desired density as

per MoRTH clause

600.00 (A) Supply of WMM 1708.13 Cmt

600.00 (B) Laying of WMM 31.25 Cmt

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two

coats after filling the surface with synthetic

enamel paint I n all shades on new plastered

concrete surfaces)

Colour Washing with lime on all wall surface (two

coat) over and including a primary coat of white

14 150.00 wash ing t ogive an even shade after through 6.96 Smt

broom ing the surface to remove all dirt,dust,

mortasr drops and other foreigh matter. (R&B SOR

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and

15 10.00 fixing C.I. steps and existing chamber sheet cover, 401.78 No.

removing the debris from chamber and carting the

same as directed. (Based on Drainage SOR 2009-

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster

16 in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and

carting the same as directed. (Based on Drainage

1.00 (A) up to 0.15 mt. (@ Two Coarse) 732.14 No.

1.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No.

1.00 C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

Providing F.R.C. MH seat cover incl. carting to the

work site etc. comp. Directed.

(A) FRC heavy duty cover size 730 mm. & 90 mm

thick circular cover 20 M.T. design load and frame

size 560 mm clear opening size 890 x 890 x

(B) FRC medium duty cover size 670 mm dia &

mm thick 10 M.T. load design and frame size

560 mm clear opening outer size 780 x 780 x

(C) FRC medium duty Chamber seat cover (FRC)

cover 706 x 556 x 50 mm rectangular cover frame

size 600 x 450 mm clear opening outer size 816 x

(D)FRC light duty Chamber seat cover (FRC)

cover with rectangular frame (LD-2.5)

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) R &

Providing and fixing M.S. round or square bars with

M.S. flats at required spacing in wooden frames of

windows and clerestory windows.(upto10 ton) R &

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

20 600.00 layers not exceeding 20 cm. in depth consolidation 129.10 Cmt

each deposited layer by ramming and watering. R

Brick work using common burnt clay

building bricks having crushing strength

not less than 35kg./Sq.Cm.in foundation

and plinth in Cement Mortar1:5 (1-Cement

21 :5 - fine sand)

500.00 (A) Conventional (upto 10 ton) 4011.66 Cmt

Half brick masonry in common brunt clay

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (

1-Cement : 4 coarse sand ) in foundation

and Plinth conventional brickwork (up

22 to 10 ton) (B) Conventional

Extra for half brick masonry in super

20.00 structure above plinth level upto floor 52.80 Smt

a two level (B) conventional

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

23 floor four level

a Foundation, footings, bases of columns

etc. and mass concrete.

b (B) Flat surfaces such as soffits of supspened

300.00 floors slabs Landings and the like. (1) Floors etc. 252.00 Smt

upto 200 mm in thickness.

c (B) Flat surfaces such as soffits of suspended

2.00 floor roof slabs Landings and the like. (2) Floors 270.90 Smt

etc. above 200mm in thickness.

d Vertical surface such as walls (any thickness)

200.00 partitions and the like including attached 229.95 Smt

buttresses & string course & the like.

e (ii) Sides And Soffits Of Beam, Haunchings

200.00 Cantilevers, Girders, Bressumers And 192.15 Smt

Lintels Not Exceeding 1 M In Depth.

f (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

Providing and laying cement concrete

work 1:2:4 ((1-Cement:2- coarse sand:4-graded

aggregates 20mm nominal size) curing

complete excluding cost of formwork

24 and reinforcement.

Foundations, footings, base or columns

a and mass concrete

Slabs, landing, shelves, balconies, lintels,

20.00 beams, girders and cantilivers upto floor 4012.47 Cmt

Independent piers, columns, and pillars, upto

c floor two level

Providing 15 mm thick cement plaster in single

coat on Rough (Similar) side of single or half brick

25 400.00 walls for interior plastering up to floor two level and 174.83 Sqm

finished even and smooth in (i) Cement mortar 1:3

(1-cement :3-sand) R & B-2023-24-17002A

20mm thick sand faced cement plaster on walls

26 400.00 upto height 10 metres above ground level 297.68 Sqm

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. R & B-

Distempeing (Two coats) with oil bound

distemper of approved brand and manufacture

and of required shade on wall surfaces to give an

even shade, over and including a priming coat with

distemper primer of approved brand and

manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing

the surface even and sand papered smooth. R &

The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

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

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank

guarantee of said work must be of Ahmedabad city branch, which mentioned

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

permanentbasis.

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

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the

period up to March 31,

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

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

management and progress of the work as per the AMC's prevailing circulars and as directed by

engineer- in-charge on daily basis.

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

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

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

be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that

occurs at site, complete responsibility will be of the Contractor.

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

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

extent without assigning reason thereof and the contractor has to execute the BOQ items at his

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

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

local or other, and for their payment, housing, feeding, transport and other facilities according

to prevailing labour laws.

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

given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has

to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per

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

further claim shall be entertained and the work shall be carried out of current market rate

and supervision charges of 27% at the risk and cost of contractor after the due date of

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

only apply. Contractor can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

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

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

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

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

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

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

bills of contractors.

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

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

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

directed"/approved" by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

the following limits:

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

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

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

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

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

shall be taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

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

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

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

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

materials used in the work found defective at a later date.

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

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

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

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

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

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

the site of work within 24 hours.

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

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

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

particular item.

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

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

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

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

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

of the structure.

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

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

works as also of the work itself.

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

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

days (120) from opening of price bids.

SECURITY DEPOSIT

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

furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or

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

CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

should be in proportion to time limit.

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

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the

traffic. He shall be responsible for any damage to public. If any incident happen, during the

execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City

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

and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at this

risk and cost. Debris shall have to cart daily from site.

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

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add. City Engg. shall remain final regarding rate.

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

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him.

No claim for extra rate for subsequent changes in site and design is entertained.

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

be fully responsible for compliance of the various provisions under contract Act. 1970 and the

Rules framed the to under.

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

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer

on his own during the period. If any tenderer withdraw or makes any modifications or addition in

the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

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

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the

work the penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate

bills payable to the contractor. Contractor has to make his own arrangement for procurement of

steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

form of demand draft or in cash.

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

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

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 (Rs.) Money Period

1 Construction of civil work at Rs. 83,07,327.69 Rs.83,074.00 12 Months

T.P.21 F.P.No.353,378,381 and

diff mu. plot Of Sabarmati and

Motera Area in Sabarmati Ward

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

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

3. Tender (a complete set of bidding document) fee shall be Rs. 2400.00 in the form of Demand

Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable.

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 of physically submitted document of all the bids received

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

enclosures then announce the names of bidders in the presence of bidders or their representatives

who choose to attend on the date and time mentioned in the NIT In the event of specified date of

bid opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

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

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

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

may consider appropriate.

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

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

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

as non-responsive and the Tender volume will be returned to the bidder.

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

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

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

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

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

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details.

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

then bidder bid will be considered for opening of price bid.

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

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

from the time of bid opening to the time contract is awarded.

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

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

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

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

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

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

itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder’s own expense.

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

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

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

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

valid for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

(five percent) of the Contract 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

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

As per AMC Rule

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 contractors.

Special Clause:

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

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

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

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

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

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

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

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

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

Engineering in charge.

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

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

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

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

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

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall

not absolve the contractor from the responsibility of replacing defective materials brought on site or

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

payment or compensation whatsoever on account of any such materials being rejected by the Engineer

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

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 execution.

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 contractor.

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

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

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

order to the contractor.

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

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

sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in

submission of S.D and shall be deducted from contractor’s bill.

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

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

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

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

intent of the plants and specifications.

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

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

be payable by the contractor.

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

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

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

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

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

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

connection, meter installation, water consumed, water required for testing purposes, disconnection

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

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

make his own arrangements with the Corporation and Electricity Supply Authorities and with other

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

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

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

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

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

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

mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

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

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

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

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

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

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

amount of work increases/ decreases.

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

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

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

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

claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject

any or all the tenders without assigning any reason thereof.

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

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

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

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

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

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

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

by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

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

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

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

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

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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

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

He shall be responsible for any damage to public. If any incident happen, during the execution of work.

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

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

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

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

daily from site.

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

shall have to prepare through of bigger size and mix the mortar in the required proportion. In

on case he shall be allowed to mix the mortar either on floor or any finished surfaces. The

contractor shall have to make his own arrangement for water required for the work.

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

and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item

is not available in SOR than based on current market rates. In case of extra item decision of Add. City

Engg. shall remain final regarding rate.

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

propose work the contractor shall carry out the same at his quoted rates without charges any extra

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

claim for extra rate for subsequent changes in site and design is entertained.

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

have to prepare the measures boxes according to this measure.

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

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

framed the to under.

The tender for the work shall remain open for a period (180) days from the date of opening of the

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

own during the period. If any tenderer withdraw or makes any modifications or addition in the terms

and conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation

shall without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and

black list the contractor.

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

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

to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

v) Conditional tender shall not be accepted.

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

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

viii) 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.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: Construction of civil work at T.P.21 F.P.No.353,378,381 and diff mu. plot Of

Sabarmati and Motera Area in Sabarmati Ward of west zone.

Item No.1 : Earth work in cutting in all sorts of soil & murrum incldg.conveyaning

,breaking clods spreading the stuff as & where dire. With in a lead of 50 mt. from end of cutting..

Mode of measurement

Measurement shall be paid by Cmt. basis.

Excavation for foundation upto 1.5 M depth including sorting out and stacking useful

materials disposing of the excavated stuff upto 50 meter lead (a) 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

Clearing the site :

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

and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained

shall be property of the Government and be conveyed and stacked as directed. within 50 M. lead. The

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

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

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. 2b : 1.5 to 3.0 mt.depth

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

Item No.3 : Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

complete. c) Lead up to 5 Km.

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.4 : Dismantling the following including loading, unloading and disposal of unserviceable

material for all lead or as directed by Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits complete.

Mode of measurement.

(A) central verge -kerb stone

Mode of measurement

Measurement shall be paid by Rmt. basis

(B) Dismantling tiled or stone floors laid in mortar including stacking of

serviceable material and disposal of uservicalble material with all lead and lifts.

Mode of measurement

Measurement shall be paid by Smt. basis

(C) Demolition & disposal of unservisable material with all lead and lift for

unreinforeced concrete. (AMC sor)

Mode of measurement

Measurement shall be paid by Cmt. basis

(D) Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In

Mode of measurement

Measurement shall be paid by Cmt. basis.

(E) Demolition including stacking of serviceable materials and disposal of

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

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.5 : Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the material as directed.

(Based on Previously approved rate by C E sir )

(a) up to 0.20 meter thickness (By Manual)

(b) 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

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

including cost of operator, fuel, & transportation etc complete.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.6 : Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge

in M-20 grade using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork, mould with well equipped with vibratory system for kerb stones

of approved design including curing, etc. complete, including the cost of formwork

etc. complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb

stones in line and level on 5 cm thick sand bedding with necessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all joints of

the kerbstones. Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed by Engineer in change to

form a portable mixture. In any case Gravel or such type of materials shall not be

allowed for productiona) Laying on 5 cm thick Sand Bedding

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.7 : Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in

M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork

mould with well equipped with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of formwork etc. complete. The

rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessary equipments and materials. The

rate shall also include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone fixed with Bituminous

concrete mixed in proper position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of materials shall not be allowed for

production. a) Laying on 5 cm thick Sand Bedding

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.8 :- 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 5cms thick sand beddding.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.9: Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken

stone aggregates 40 mm nominal size) and curing complete excluding cost of form

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.11 : Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and

cutt off walls including necessary shuttering laying, vibrating, ramming and curing

complete.(B) Walls, fom top of foundation level upto floor two level (upto10ton).

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.12 : Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in

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

uniform layers in subbase / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as per MoRTH clause

(A) Supply of WMM

(B) Laying of WMM

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.13 :- Painting Two Coats on divider and footpath curb surface / New Concrete Surface (

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered

concrete surfaces)

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the drawings

or as directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved

dealer and brought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in

open or partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which

have become stale or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its

container before pouring into small containers. While applying also the paint shall be continuously stirred in smaller

container. No left over paint shall be put back into stock tins. When not in use, the containers shall be kept properly closed.

If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed

before painting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of

otherwise unfavorable weather and all the surfaces shall be thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint

shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering

the area over with paint, brushing the surface hard for the first time over and then brushing alternately in opposite

directions two or three times and then finally brushing lightly in direction at right angles to the same.

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off will

constitute one coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles

brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-

charge before next coat is started.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust before

the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of

mouldings etc. shall be left on the work.

Approved best quality brushes shall be used.

Mode of measurements & payment :

Any type of C.C. Central verges curbs surface shall be measured under this item.

The rate shall be for a unit of one SMT.

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the drawings

or as directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved

dealer and brought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in

open or partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which

have become stale or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its

container before pouring into small containers. While applying also the paint shall be continuously stirred in smaller

container. No left over paint shall be put back into stock tins. When not in use, the containers shall be kept properly closed.

If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed

before painting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of

otherwise unfavorable weather and all the surfaces shall be thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint

shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering

the area over with paint, brushing the surface hard for the first time over and then brushing alternately in opposite

directions two or three times and then finally brushing lightly in direction at right angles to the same.

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off will

constitute one coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles

brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-

charge before next coat is started.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of

dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of

panels angles of mouldings etc. shall be left on the work.

Approved best quality brushes shall be used.

Mode of measurements & payment :

Any type of C.C. Central verges curbs surface shall be measured under this item.

All the work shall be measured not in the decimal system as executed subject to the following limits unless otherwise

stated hereinafter :

(a) dimensions shall be measured to the nearest 0.01 metre.

(b) Areas shall be worked out to the nearest 0.01 Sq. metre.

No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be made for painting to

beadings, mouldings, edges, jambs, soffits, etc. of such opening.

The different surfaces shall be grouped into one general item, areas of uneven surface being converted into

equivalent plain areas in accordance with the mode of measurement for payment.

The rate shall be for a unit of one SMT.

Item No.15 : Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber

sheet cover, removing the debris from chamber and carting the same as directed.

(Based on Drainage SOR 2009-10)

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.16 : Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from MH and carting the same

as directed. (Based on Drainage SOR 2009-10)

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.17 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Mode of measurement

Measurement shall be paid by Nos. basis.

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)

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in

wooden frames of windows and clerestory windows.(upto10 ton)

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 should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

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. R & B-2023-24-4006-4.12

The rate shall be for a unit of Cmt.

Brick work using common burnt clay building bricks having crushing

strength not less than 35kg./Sq.Cm.in foundation and plinth in Cement

Mortar1:5 (1-Cement :5 - 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

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

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

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 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

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.

Half brick masonry in common brunt clay building bricks having crushing strength not less than

35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt.

Extra for half brick masonry in super structure above plinth level upto floor two level (B)

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand

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

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.

7 except the brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall

shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly

vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work

as required for frequent checking.

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting

dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the

specified dimensions shall be ignored.

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one

The rate shall be for a unit of Sq. Mt.

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

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

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

concrete work in foundations, footing, bases of columns, and mass concrete. ( up a to h)

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

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not

be less than that assumed in the design.

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

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

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

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

bracing etc shall be as per design.

Cleaning & Treatment of forms:

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

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

wetted or treated. The surface shall be then coated with soap solution applied before concreting is done.

Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of

paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case

steel shuttering is used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the

surface. Care shall be taken that the coating does not get on construction joint surface and

reinforcement bars.

Stripping time:

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

following periods:

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Procedure when removing the form work:

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

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

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

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

easy inspection.

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

of materials and labour for various operations involved such as:

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

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

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

columns and the like.

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

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

Raking or circular cutting.

Rate shall be paid in Sq.m

Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded

aggregates 20mm nominal size) curing complete excluding cost of formwork and

reinforcement ( up to {(a) to (c)}

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

brick walls for interior plastering up to floor two level and finished even and smooth in (i) Cement

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

Mode of payment shall be in Sqm

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

level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

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

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

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

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

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

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

clean and wetted with cement putty before plaster is applied to the adjacent area to enable the two to

properly joint together. Plastering work shall be closed at the end of the day on the body of the wall and

nearer than 15 cm. To any corners or arrises. Horizontal joints in plasterwork shall not also occur on

parapet tops and copings as these invariably lead to leakage. No portion of the surface shall be left out

initially to be packed up later on.

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

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

shall be measured correct to a centimeter.

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

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

minimum 10 mm. at any point on this surface.

This item includes plastering upto floor two level.

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

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

cornices if any shall be deducted.

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

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 be measured.

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

Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and

of required shade on wall surfaces to give an even shade, over and including a priming coat with

distemper primer of approved brand and manufacture after thoroughly brushing the surface

free from mortar dropping and other foreign matter and also including preparing the

surface even and sand papered smooth.

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

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 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 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.

Contractor signature Additional City Engineer

ybœtJtœ Bgwrlrmvj ftuvtuohuNl btk rlr< ykdu le Nh<tu

1. Wvhtuf< xuLzhtu su <u Jdobtk hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt. ÂJÂNÐ

ÂfMmtbtk stu xuLzhbtk œNtoJuj ntug <u bwsc yLg ftuLx[tfxh / buLgwVu¾ah xuLzh Che NfNu.

2. yt E-xuLzhbtk >NtoJuj «tEÍcez rmJtglt ztu¾âwbuLx zwÃjefux ftuveytu mt&u Chelu Wvhlt mhltbu

ÁcÁ /Mvez vtuMx &e rlg< mbgbtk btufjJtlt hnuNu.

3. Nh<e xuLzhtu hœ ct<j dKtNu.

4. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj

frbNlh©ele hnuNu.

5. ftuLx[tfxh©eytuyu xuLzh mt&u BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtle hnuNu ylu

fJh Wvh xuLzh lkch <&t ftuLxufx lkch MvÐ jFJtu. BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle

ftuve bwfJtbtk ln´ ytJu <tu xuLzh h> dKJtbtk ytJNu.

6. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtle hnuNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch

yawf jFJtltu hnuNu.

7. xuLzh Ve <&t R.yub.ze le hfblt z[tVx <&t vu ytuzoh xuLzh bwsc >huf xuLzh btxu yawf yjd yjd

8. ftuLx[tfxhtuyu xuuLzhbt cukflw ltb, Ft<t lkch, btRfh lkch ylu mhltbw MvÐ yûthtubt jFJw.

9. xuLzh Ve, R.yub.ze. ÂJltlt <&t ytuAe auf hfblt xuLzhtu hœct<j (fuLmj) dKtNu.

10. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhuj l ntug <u ftuLx[tfxhu xuLzh ChJt lne.

11. xuLzhtu mt&u BþfJtbtk ytJ<e yluoMx ble xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / jtufj

btRfh auf &e s MJefthJtbtk ytJNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf

jFJtltu hnuNu. cukf duhuLxe yb>tJt> NtFtle ntuJe sYhe Au.

12. ftuLx[tfxh©eytuyu JucmtEx Wvh xuLzh ltuxembtk >NtoÔgt Bþsc òu ftuE Mþ^tht J^tht fhJtbtk ytJuj

nNu <tu btLg htFJtlt hnuNu su ykdu AuÕjt 72 fjtf vnujt Juc mtEx Wvh su <u xuLzh auf fhe

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

vrµbÍtul Esluh Ft<t îtht «ftrN<

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl –vrùbÍtul

vrùb Ítul Ítulj ytuVem,

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

2. xuLzhle rlg< xuLzh Ve <&t R.yub.ze. ck^ fJhbtkk Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg<

mbgbtk btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve <&t yLg vwhtJt

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

xuLzh ltuxem lkch, xuLzh lkch, ftblwk ltb <&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkch yJ~g œNtoJJtlt hnuNu.

ftuLx[tfxhtuyu xuuLzhbt 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.

6. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh

auf&e s MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele

ykœtS< hfblt ftb btxu jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle

ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.

7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

8. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g

jFJtltu hnuNu. ftuLx[t¾xhu vtu<tle mkkM&tlt auf <&t ze.ze. xuLzh R~gw &gt <theF ctœlt s ytvJt.

9. Nh<e xuLzhtu hœ ct<j dKtNu.

10. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u

mbglu ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ >huf

11. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

12. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm

fhelu s xuLzh btufjJw.

13. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu jtufj btRfh auf, rzbtLz

z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/

vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

14. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto

Jdhle mne mefft fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

15. mœh xuLzhbtk ” GST rl<e rlgb bwsc jtdw vzNu ” <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

16. mœh xuLzhbtk ” dwsht< mhfth ©e lt ©b,ftiNÕg rJftm ylu htusdth rJCtd,mraJtjg,dtk^eldh lt XhtJ

¢btkf: LED/WRT/e-file/11/2024/0293/M2 Dt.15.02.2024” bwsc awM<vKu ybj fhJtltu hnuNu.

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 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e

ftuLx[tfxhlt Faou ylu stuFbu ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK

fhe su <u ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu

ylu rlg< mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe

Jmwj juJtbtk ytJNu.

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu

J^w Jth vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b

m•tt Bgw.frb¹lh©elu hnuNu.