Making new compound wall,gate and Paver block foothpath at different palces from MP/MLA,Councillor budget and other budget in Paldi ward West Zone.(ARC)

Name of Work:- "Making new compound wall,gate and Paver block foothpath at

different palces from MP/MLA,Councillor budget and other budget in Paldi

ward West Zone."

Sr.No Qty Items Rate Rs. Per Amount Rs.

1 200.00 Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

materials and disposing of theexcavated

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

soil 115.92 Cmt

50.00 (B)1.5 to 3.0 mt.depth

2 50.00 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. 129.10 Cmt

3 20.00 Filling in plinth with sand under

floors including watering ramming,

consolidating and dressing etc. complete.

4 20.00 Filling in foundation and plinth with murrum

or selected soil in layers of 20 cm.

thickness including watering,ramming and

consolidating etc. 286.20 Cmt

5 Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any

kind executed outside the road site. Rate

also includes spreading & levelling etc

380.00 c)Lead up to 5 Km.

6 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 40.00 up to 0.20 meter thickness (By Manual) 71.42 cmt

b 30.00 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. 178.57 cmt

c 30.00 0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete. 312.50 cmt

7 85.00 Providing and laying cement

concrete1:5:10 (1-Cement: 5- coarses

sand and:10-hand broken stone

aggregates 40mm nominal size) and

curing complete excluding cost of

formworkin (A) Foundation and Plinth

(upto 10 ton). 2,492.51 Cmt

8 65.00 Providing and laying cement

concrete1:4:8 (1-Cement: 4- coarses

and:8-hand broken stone aggregates

40mm nominal size) and curing

complete excluding cost of formworkin

(A) Foundation and Plinth (upto 10 ton). 2,653.67 Cmt

9 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.

a 55.00 Foundations, footings, base or columns

and mass concrete 3,923.53 Cmt

b 40.00 Slabs, landing, shelves, balconies, lintels,

beams, girders and cantilivers upto

floor two level 4,012.47 Cmt

c 25.00 Independent piers, columns, and pillars,

upto floor two level 4,012.47 Cmt

10 Brick work using common burnt clay

building bricks having crushing

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

and plinth in Cement Mortar1:6 (1-Cement

:6 - fine sand)

100.00 (A) Conventional (upto 10 ton)

10.00 B) Modular 4,241.70 Cmt

11 Extra Rate for brickwork in Above Item

for super structure above plinth level upto

floor two level (B) Conventional

a 50.00 (A) Conventional (upto 10 ton) 272.25 Cmt

b 5.00 B) Modular

12 Providing form work in ordinary timber

planking so as to give a rough finish

including centering, shuttering, strutting

and propping etc. height of propping

and centering below supporting floor to

celling not exceeding 4 M

& removal of the same for in situ reinforced

or plain concrete work upto floor four level.

a 200.00 Foundation, footings, bases of columns

etc. and mass concrete. 171.68 Smt

d 150.00 Vertical surface such as walls (any

thickness) partitions and the like including

attached buttresses

& string course & the like. 229.95 Smt

e 150.00 (ii) Sides And Soffits Of Beam,

Haunchings Cantilevers, Girders,

Bressumers And Lintels Not Exceeding

1 M In Depth. 192.15 Smt

f 50.00 (G) Columns PillarsPosts and struts. (1)

Square Rectangular Polygonal in plan. 297.68 Smt

g 10.00 (2) Circular or curved in plan. 422.10 Smt

13 1100.0 P/F structural steel frame as per design

0 using angles,chanel secction the rate

incl.cleaning cutting ,bending ,welding and

fabrication as per design the rate

incl.carting the frame to thae site applying

red oxide and two coat of oil paint colour as

directed.name board indicating pole/street

name of approach should be of plain MS

sheet (C.R.C. sheet) to be fixed on 80 mm

dia.M.S.pipe or any appropriate dia.of pipe

& 40 mm x 40 mm x 5 mm size angle and

30 mmx6 mm flates framing work having

M.S.decorative basket design artical which

given as per drawing or engg.in charge. 60.71 kg

14 300.00 Providing 10mm thick cement plaster in

single coat on rick/concrete walls for interior

plastering upto floor two level and finished

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

cement:3-sand) 127.58 Smt

15 300.00 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. 215.78 Smt

16 500.00 Colour washing with lime on wall surface

(two coats) over and including a primary 12.29 Smt

coat of white washing to give an even

shade after through brooming the surface

to remove all dirt, dust, mortar drops and

other foreigh matter.

17 100.00 Removing dry or oil bound

distemper by a washing and scraping

and sand papering the wall surface

smooth including necessary repairs to

scratches complete. 11.19 Smt

18 500.00 Distempering with dry distemper of

approved brand and manufacture (two

coats) and of required shade on wall

surfaces of given an even shade, over

and including a priming coat of

whiting after thoroughly brooming the

surface free from mortar dropping and

other foreign matter. 46.94 Smt

20 150.00 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

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. 76.08 Smt

21 350.00 Wall painting (two coats) with plastic

emulsion paint of approved brand and

on undecorated wall surface to give an

even shade including throughly brushing

the surface free from mortar droppings

and other foreign matter and sand papered

smooth. 78.44 Smt

22 150.00 Painting one coats (excluding priming

coat) on previously printed steel and other

metal surface with synthetic enamel paint,

brushing to give an even shade including

cleaning the surface of all dirt, dust and

other foreign matter. 54.35 Smt

23 150.00 Painting two coats (excluding priming

coat) on external surface of new rain water,

soil, waste and vent pipes and fittings with

ready mixed bituminous brushing, black,

anti corrosive to give an even shade

including cleaning of all dirt, dustand other

foreign matter.(75 mm dia) 20.16 Smt

24 100.00 Painting two coats (excluding priming

coat) on external surface of new rain water,

soil, waste and vent pipes and fittings with

ready mixed bituminous brushing, black,

anti corrosive to give an even shade

including cleaning of all dirt, dust and other

foreign matter.(100 mm dia) 16.70 Smt

25 100.00 Applying two coats of Birla

(whitecementbased) or Asian

(acryliclapy- putty) or equivalent & two

coats of primer of approved brand and

manufacture on new wall surface to give

an even shade including thoroughly

brushing the surface free from mortar

dropping 40.19 Smt

26 300.00 Finishing wall with weather proof exterior

emulsion paint on wall surface (two

coats) to give an required shape even

shade after thoroughly brushing the surface

dirt, and remains of loose powdered

materials.etc complete 113.40 Smt

27 50.00 Demolition including stacking of

serviceable materilas and disposal of

unserviceable materials with all lead and

lift. (i) R.C.C. work 1047.38 Cu.M.

28 60.00 Demolition of Brick work and stone

masonry including stacking of

serviceable materil as and disposalof

unserviceable materials with all lead and

lift.(ii) In Cement Mortar. 362.25 Cu.M.

29 80.00 Dismentling barbed wire in fencing

including making rolls and also including

dismentling fencing posts including all earth

work concrete in base and making

good the disturbed ground stacking

useful materials as directed and

disposing as directed and disposing

of the unserviceable materials with all

lead and lift. 66.15 Rmt

30 150.00 Removing and scraping of old

deteriorated plaster of any thickness

R.C.C member including stacking of

serviceable material and disposal of

unserviceable from site of work with all lead

and lift 19.38 Smt

31 50.00 Providing and fixing 1.20 Metre high

fencing with 2.0 Metre long M.S. Angle

posts 40 mm x 40 mm x 6 mm and oil

painting 3 coats fixed at2.5 Mt, C/c. with

five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting

9.38 Kg. per 100 Metre, strained and fixed

to posts with G.I, staples including fixing

the posts in ground with 0.5 M x 0.5.M x

0.5 M. block in C.C 1:5:10 etc complete. 385.40 Rmt

32 2000.0 .Providing TMT Bar FE 415 reinforcement

0 forR.C.C. work including bending, binding

and placing in position complete up to floor

two level (up to 10 ton) 66.59 Kg.

33 250.00 Supplying and fixing of 300 mm-L x

150mm-B x 380 mm-H Kerb block for

Footpath in M-20 grade using 20 mm

nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality

for pre-cast blocks,

reasonablyexposed finish/

formwork , mould with well

equippedwith vibratory system for kerb

stones of approved design including

curing, etc. complete, including thecost of

formwork etc. complete. The rate shall

also include necessary cutting of

asphalt, fixing the Kerbstones in line and

level on 5 cm thick sand bedding

withnecessary equipments and materials.

The rate shall also include the flush

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

thekerbstones. Filling of zari alone the

sides of the kerbstone fixed with

concrete Bituminousconcrete / C.C. mixed

in proper position to flush withthe road

surface as directed by Engineer in

change to form a portable mixture.a)

Laying on 5 cm thick Sand Bedding 350.89 Rmt

34 700.00 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.I) Laying on Sand bedding as per

requirement to fix the C.C.Block / Nibhada

Stone in Line & Level 501.60 Smt

Tender Fee Rs.1500.00

Earnest Money Rs.25,101.00

Contractor’s Name & Address :

MEMORANDUM OF WORK IN BRIEF

"Making new compound wall,gate and Paver block

foothpath at different palces from MP/MLA,

1. Name of Work

Councillor budget and other budget in Paldi ward

Rs.25,10,071.35 (exclusive of GST). GST will be paid extra by

2. Tender Estimated Cost AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.25,101.00)

3. Earnest Money (D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.1500.00

6. Time-Limit 12 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or institutions.

(i) Last Date of Submission of

9 the Dt-24.07.2024 upto 18:00 PM

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

by Courier.or hand delivery

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

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

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

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

Schedule of Quantities and shall not be submitted Physically.

10 Date of Opening Dt-25.07.2024, 15:00 PM

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

11. Opening of hours: On Dt.25.07.2024 &12:00 pm West Zone, 2nd Floor, A.M. Office,

Tender Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

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

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

12 Penalty Due to Delay of 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

work above 30 Lakhs) but not more then 10% of bill

13 Defect Liability As per ‘B-1 Form Close

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

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

14 parts ofwork start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and

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

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

as above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 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

 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.

15 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.

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

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

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

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

the whole or any part of the amount of security deposit towards

the expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

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

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

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

shall be 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

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

work 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 contractor the contractor shall be levied

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

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

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

amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of

last notice of penalty.

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

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

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

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

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

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

Contractor's Sign Add.C.E.(west zone)

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

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

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March- 31,

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

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

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Money Period

1 "Making new compound Rs. 25,10,071.35/- Rs.25,101/- 12 Months

wall,gate and Paver block

foothpath at different palces

from MP/MLA,Councillor

budget and other budget in

Paldi ward West Zone."

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

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

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

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

Ahmedabad, which shall be non refundable.

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

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 ) TECHNICAL SPECIFICATION /MAIN CONDITION

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 bidder.

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

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

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

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

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

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

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

and the Tender volume will be returned to the bidder.

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

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

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

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

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

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

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

ascertaining the correctness of the information/details.

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 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

6. Notification of Award

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

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

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

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

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

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

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

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

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

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

rejection of his bid.

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

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

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

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

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

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

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

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

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

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

3. Eligible Bidders

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

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

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

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

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

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

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

4. Eligible Material, Equipment and Services

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

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

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

AHMEDABAD MUNICIPAL CORPORATION

EN G I N E E R I N G D E PA RTM E N T

Name of Work :-"Making new compound wall,gate and Paver block foothpath

at different palces from MP/MLA,Councillor budget and other

budget in Paldi ward West Zone." (ARC)

Th e wo rk sh a ll b e co m p l et e d w i th 12 Mo n t h s a ft er th e o r de r to sta r t th e wo r k s.

E n gin e er /Ad d l . C i ty E n g i n e er a nd h is o r d e r wi l l b e co n si de r ed fi n a l.

Th e con t ra c to r sh a l l h a v e t o m a in t a in ac cou n t o f st e e l , c e m en t a n d o t he r ma t er i al s t ha t m a y b e

b ro u g h t b y h i m o n s it e. Th is a cc ou n t sh a ll be r e gu l a r ly ma i nt a i ne d a n d kep t o p en fo r i n sp e ct io n b y

Mu n i cip a l S ta ff . W a t e ri n g o f a l l th e it e m s sh a l l b e a s p er i n st ru ct i o n s. Mi x i n g o f c o n c r et e sh a l l b e

o cc u r s. Th e co nt r a cto r sh a l l a r r a n g e fo rm ed a mp er sa nd i n n i g h t a n d h e sh a ll b e r e sp o n si b l e for

o ver t h e bu i l d in g w i th f in a l fi n i sh in g o f th e w o rk a s d i r e ct e d. A ll t h e r e j ec te d m a t er i a l s sha ll b e

F or m ixi n g mo r ta r e it h e r fo r m a so n ry o r fo r p la st er or fo r a ny o th er p u r po s e co n tr a cto r sh a l l h a v e

co nt r a c to r a n d h e sh a ll b e p a i d a t t h e r at e f i xed by C.E . / Ad d l . C i t y E ng i n e er a s p e r t h e ra t e

If in th e i n te r e st o f th e Co r po r a t io n i t i s n e ce ssa ry t o c ha n g e e i th e r a n y s it e o r t he d e si gn o f t h e

ext r a a n d th e co n tr a cto r w i l l h a ve t o c a r r y o u t t he wo r k s a n d h e wi ll b e p a id a t t h e r a t e q uo t e d b y

h im a n d n o c l a i m for e xt r a fo r su b seq u en t c h a n g e s ma y b e e n te r ta in ed .

Th e cu b ic a l co n t e nt s o f t h e c e me n t b a g sh a l l be ta k en a s 1 -2 0 c ft. P er ba g a n d th e con t ra c t o r s

wh en t ech n ic a l r eq u ir e m en t s a r e s uch th a t co n ti n u it y o f wo r k sh o u ld b e ma i nt a i n ed a n d t h a t to

wi ll be w i t h p r i o r p e r mi ssi o n o f th e co mp et en t au t ho r i ty .

wh i ch w i l l b e p a i d a t t h e t i me o f fin a l b i l l.

Co nt r ac tor wi l l b e ful l y re sp o n s ib le fo r co mp l i a nc e o f t h e va r i o u s pr e v i si o n und er co ntr a c t Ac t.

Mu n i cip a l Co r p o r at i on s h al l w it h ou t pr ej u d ic e t o a ny ri gh t o r r e m ed y b e a t li b er ty to fo r f ei t in fu l l

A s p e r Ci r cu l a r N o . M C R 2 1 7 6 ( 96 ) 24 18 ( i i ) G H H d a t e d 31 - 03 - 77 i ssu e d b y Go ver n m e nt o f Gu j a r a t

co nt r a c to r s a r e r eq u e st ed t o pr o d u c e t h e i r q u a rr y m a te r i a l s fo r co n st r u ct i o n w o r k th r o u gh l e gal

so u r c e s. i. e. o n l y f o r m t he q u a r ry l e a se h o l d er s, p er m i t h o l de r o r mi d d le m a n wh o sa t i sfi e s t h e

If t h e wo r k i s n o t ca r ri e d o ut w i th i n t h e sp ec if i ed ti m e l i mi t pen a l t y w i l l b e cha r g ed a pp l ica bl e a s

Co nt r a cto r h a s t o m a k e h i s o wn a r ra ng e m en t fo r p r o cu r e m en t o f st ee l a n d c e m e n t.

i ii ) In ca se o f t e nd e r d o wn l o a d e d f ro m w eb si t e, te nd er f e e & E MD sho u l d be su b mi tt ed i n fo r m

l iab i l it y C la u s e i s n o t a p p l ica b l e Fo r t h is Wo r k .

V) i n t h e C a s e m i s s i n g / D o u t , C o r r e c t i o n o r D e t a i l S p e c i f i c a t i o n A s P er G ov t. Sp e ecif ica tio n A ppli ca bl e For

W o r k s b o o k a v a i l a b l e f r o m G u j a r a t Book Stores (Pvt.) Ltd. Sector-21,Gandhinagar,DE TAIL E D GE NER AL

T E C H N I C A L S P E C I F I C A T I O N S c a n b e a va i la bl e fr o m A h m ed a b a d Mu n i c ip a l Cor p o ra ti o n w e b si te

C o n tr a c to r ’s Si gn a tu r e Ad d . C i ty E n g in eer

( Wes t Z o n e)

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

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

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signeture Bidder

5.3 Disqualification

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

following reasons:

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

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

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

applicant or financial failure due to bankruptcy.

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

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

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

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

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

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

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

7. Bidding Documents

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

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

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

8. Language of Bid

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

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

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

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

translation shall prevail.

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

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

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

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

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

10. Bid Validity

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

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

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

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

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

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

to extend the validity of his Bid Security for the period of the extension, and in compliance with Clause

( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

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

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

authorized to sign on behalf of the bidder.

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

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

or persons signing the bid shall initial all such corrections.

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the NIT.

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

14. Signing of Agreement

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

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

the Employer for signing the Form of Agreement.

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

work within the given time schedule.

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

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

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

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

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

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

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

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

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

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

in contract execution; and

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

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

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

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

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

assigning any reason thereof.

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

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

disqualification / rejection at any stage.

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

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

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

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

conditional tenders, will be rejected.

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

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

deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

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

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

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

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

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

with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

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

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

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

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

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

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

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

20 :- CONTINGENT FEE:

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

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

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

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

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

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

to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

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

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

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

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

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

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

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

vouchers, abstracts, etc.

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

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

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

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

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

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

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

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

Corporation on any other contract account whatsoever.

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

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

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

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

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

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

claim including all cost and reasonable expenses.

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

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

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

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

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

tender for such addendum or corrigendum published by AMC through its website www.amc.nprocure.com &

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

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

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

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

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

discontinuity period.

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

9. Tax, Duties on Materials

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

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

Special Clause:

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

deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

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

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

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

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

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

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

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

Engineering in charge.

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

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

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

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

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

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

be deemed to be included therein.

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

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

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

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

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

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

using them in the work.

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

of work within 24 hours.

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

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

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

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

barricade and caution tap.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

In case there is any delay in supply of power site of any interruption or fault in the power during the work. No

compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as the case

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

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

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

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

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

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

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

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

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

work increases/ decreases.

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

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

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

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

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

without assigning any reason thereof.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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.

v) All the works Should be done as per specifications specified in Table. Item shall be executed AS PER

SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN CHARGE. All

the Specifications should be considered as R & B S.O.R & All Electrical Item works should be done as

specified in table. The works should be done as per Instruction of Engineer In Charge. All the

Specifications related to electrical works should be considered as Per R & B Electrical S.O.R. The

Make and Work Metholody of All of the above items specified in above tender Will be the Final

Decision of Engineer In Charge Or Additonal City Engineer.

vi) Important Note:-

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

of items which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor

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

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

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

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

Quantity of The BOQ Scheduled Items.

CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work:- Making new compound wall,gate and Paver block foothpath at

different palces from MP/MLA,Councillor budget and other budget in Paldi ward

West Zone.(A.R.C)

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

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

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

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

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

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

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

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

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume full

responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall supply

laborers, materials, etc. required for setting out the reference marks and bench marks and shall maintain them

as long as required and directed.

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

shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or providing

necessary slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall be paid

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

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and ramming

:The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water

thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids

remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

filling in plinth with sand under floors including watering, ramming consolidated and dressing

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth shall be

As soon as the work in foundation has been completed and measured, the site of foundation shall be cleared of

all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms. Each layer shall

be adequately watered rammed and consolidated before the succeeding layer is laid. The sand shall be

rammed with iron rammers where feasible and with the butt ends of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and

consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface shall be

flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers, where

so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made for shrinkage

or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth under floors.

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

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness

including watering, ramming and consolidating etc. Complete

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms. in depth

and water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids remain after

work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Item No : 5:- Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge and

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

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km. distance

or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic finding

which in view of public safety and traffic convenience. The corporation shall carry out the work by any other

agency at the contractor’s risk and cost. If the instructions are not completed within 7 days from the date of order

to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal Corporation at

the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be carried

out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth after the

trenches we will watered and refilled with the sand. The rate of carting including carting of brickbats, metal,

rubble vegetable and garbage, if necessary to clear the road surface.

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

Item No.06 :- Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up

to 0.20 meter including demolishing the asphalt carpet,metal,soiling etc.comp. with stacking

the material as directed.

(b) 0.20 to 0.30 metre

(c) 0.30 m & above

extra rate for excavation of asphalt pavement of any thickness including demolishing the

asphalt carpet, metal, soiling etc. complete with stacking the materials as directed. The road

surface of asphalt shall carefully be opened to full width as directed by the Engineer in

charge Asphalt, popada's souls, metals etc shall be separately deposited in such places as

may be determined by the Engineering-charge. In case above materials not being so

deposited or being mixed up with the excavated materials will not be allowed for refilling.

The cost of materials shall be charged from the contractor. The decision of the C.E. shall be

final and binding to the contractor. The rate per sq. mt. in this item shall be paid extra

addition to the rate for excavation.

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

applicable to the latest versions.

Mode of measurement

Measurement shall be given in Smt Basis.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)

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)}

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

shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

3.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

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

to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

3.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342

Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

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

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

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

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

3.4 The water cement ratios shall not more than those specified in the above table. The cement content of

the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the

Table is not exceeded.

3.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give

a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

3.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no

case greater than surround all reinforcement thoroughly and to fill the corners of the form.

3.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally

considered satisfactory.

3.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum

size of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance

between the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

3.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not

be important and the nominal maximum size may sometimes be as greater than the minimum cover.

3.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

4.0 Workmanship:

4.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in

terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of

suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be

cms x 25 cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled

without shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry

volume and in case of damp sand, allowances for bulkage shall be made.

4.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and so maintained throughout the construction. Measured quantity of

aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute of dry mixing, measured quantity of water

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

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

the entire mass is obtained and each individual particle of the coarse aggregate shows complete coating

of mortar containing its proportionate amount of cement. In no case shall the mixing be done for less

than 2 minutes after all ingredients have been put into the mixer.

4.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it

shall be done on the smooth watertight platform large enough to allow efficient turning over the

ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no

foreign material gets mixed with concrete nor does the mixing water flow out. Cement in required

number of bags shall be placed in a uniform layer on top of the measured quantity of fine and coarse

aggregate, which shall also be spread in a layer of uniform thickness on the mixing platform. Dry coarse

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

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

mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement shall

be increased by 10 percent above that specified.

4.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting

in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from

the mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

4.3 Consistency :

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

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of

10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

4.4 Inspection:

4.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to

permit him to inspect and accept the false work and forms as to their strength, alignment, and general

fitness but such inspection shall not relieve the contractor of his responsibility for the safety of men,

machinery, materials and for results obtained. Immediately before concreting, all forms shall be

thoroughly cleaned.

4.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter

with helper shall invariably be kept present throughout the period of concreting. Movement of labour and

other persons shall be totally prohibited for reinforcement laid in position. for access to different parts,

suitable mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For

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

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

to the reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

4.5 Transporting and laying:

4.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contemination, segregation or loss of its constituent material takes place.

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

placing of concrete.

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

4.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall

not be placed against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its

discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall

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

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

4.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a

height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such

a way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it

shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar

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

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

has not fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle

brushes, care being taken to avoid dislodgment of any particles of coarse aggregate. The surface shall

then be thoroughly wetted, all free water removed and then coated with neat cement grout. The first

layer of concrete to be placed on this surface shall not exceed 150 mm in thickness and shall be well

rammed against old work particular attention being given to corners and close spots.

4.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of

vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as

concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable condition

shall be kept at site so that spare equipment is always available in the event of breakdowns.

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

aggregate and begins to cream up to form an even surface. Compaction shall be completed before the

initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall

be observed that needle vibrators are not applied on reinforcement which is likely to destroy the bond

between concrete and reinforcement.

4.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running

water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be

covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial set

and shall be kept continuously wet for a period of not less than 14 days from the date of placement.

Masonary work over foundation concrete may be started after 48 hours of its laying but curing of

concrete shall be continued for a minimum period of 14 days.

4.7 Sampling and Testing of concrete:

4.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being

tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units.

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

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

in the work samples the works

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

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

sample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be

taken on each day of the concreting as per above frequency. The number of specimens may be suitably

increased as deemed necessary by the Engineer-in-charge when procedure of tests given above

reveals a poor quality of concrete and in other special cases.

4.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the lowest value is not less than 85% of the specified strength. If the

concrete made in accordance with the proportions given for a particular grade, does not yield the

specified strength; such concrete shall be classified as belonging to the appropriate lower grade.

Concrete made in accordance with the proportions given for a particular grade shall not, however, be

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

4.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form

work. While fixing the time for removal of form work, due consideration shall be given to local conditions,

character for the structure, the weather and other condition that influence the setting of concrete and of

the materials used in the mix. In normal circumstances (generally where temperatures are above 20 C)

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

9.1(A) for respective item of form work.

4.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.

Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in

order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly

lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and

gradually. Where internal metal ties are permitted, the or their removable parts shall be extracted

without causing any damage to the concrete and remaining holes filled with mortar. No permanently

embedded metal part shall have less than 25 mm cover to the finished concrete surface. Where it is

intended to re-use the form work, it shall be cleaned and made good to the satisfaction of the Engineer-

in-charge. After removal of form work and shuttering, the Executive Engineer shall inspect the work and

satisfy by random checks that concrete produced is of good quality.

4.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete

member and used for shuttering or any other purpose shall be cut inside the cement concrete member

to a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by

cement mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all

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

thoroughly cleaned, saturated with water and carefully pointed and rendered true with mortar of cement

and fine aggregate mixed in the proportions used in the grade of concrete that is being finished and of

as dry consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to

ensure thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of

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

as to effect the strength of the structure materially or to endanger the life of the steel reinforcement, he

may declare the concrete defective and require the removal and replacement of the portion of the

structure affected.

5.0 Mode of measurement and payment:

5.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The

concrete laid in excess of section shown on drawings or as directed shall not be measured. No

deduction shall be made for –

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

steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

5.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

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

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

mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced

concrete work in :

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

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

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

1.0 Materials & Workmanship

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

for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall

be followed for :

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

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2

(1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover

shall be placed between the bars and shuttering as to secure and maintain the requisite cover of

concrete over the reinforcement.

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

position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

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

slotes accurately out in them. The temphtes shall be removed after concreting has been done below it.

The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their

position during concreting.

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

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are

not likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of

thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

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

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

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

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

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

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

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

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

Wetting of bricks:

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

as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting

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

necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.

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

properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be

flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints

shall be fully filled form the top with mortar.

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

truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of

brick course shall be kept uniform.

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

level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking

during the progress of work.

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

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

be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

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

shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The

face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is

still green so as to provide key for plaster or pointing to done.

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

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

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

Preparation of foundation bed:

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

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of

concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation

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

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

Mode of measurements and payment:

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

The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered

and curved portions shall be measured net.

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

masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does not

exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and

the bearing does not extend to the full thickness of wall.

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

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

concealed 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.

Item No.11;- Extra Rate for brickwork in Above Item for super structure above plinth level upto

floor two level (B) Conventional

Mode of Measurement Shall be on Cmt. Basis.

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

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Procedure when removing the form work:

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

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

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

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the

form work and concrete work before, during and after pouring concrete. Watch should be kept to see that

behavior of centering and form work is satisfactory during concreting. Erection should also be such that it would

allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed.

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

without any settlement.

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

this will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and

centering. If there is a failure of form work or centering, contractor shall be responsible for the damages to the

work, injury to life and damage to property.

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

and removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and

ladders etc. shall be strong enough to with stand all live, dead and impact loads expected to act and shall be

subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety

of the scaffolding, hoisting arrangement, ladders, work and workman etc.

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

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

materials and labour for various operations involved such as:

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

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

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

columns and 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

P/F structural steel frame as per design using angles,chanel secction the rate incl.cleaning cutting

,bending ,welding and fabrication as per design the rate incl.carting the frame to thae site applying red

oxide and two coat of oil paint colour as directed.name board indicating pole/street name of approach

should be of plain MS sheet (C.R.C. sheet) to be fixed on 80 mm dia.M.S.pipe or any appropriate dia.of

pipe & 40 mm x 40 mm x 5 mm size angle and 30 mmx6 mm flates framing work having M.S.decorative

basket design artical which given as per drawing or engg.in charge.

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

Mode of payment shall be in Kg.

Providing 10mm thick cement plaster in single coat on rick/concrete walls for interior plastering upto 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 manner :

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

no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends of

joints, beams, posts etc.

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

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

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

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

pointed, deductions shall be made from the plaster or pointing on the side of frame for door, window etc. on

which width or reveals is less than that on the other side but no deductions shall be made on the other side.

Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on each face

shall be made from area of plaster and/or pointing as the case may be.

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

be made from each plastered face of the wall.

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

shall be measured.

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

colour washing with lime on undecorated wall surfaces (TWO coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably tinted

where required for use under coloured distemper if required. Glue shall conform to I.S. 852-1969

(Specifications for animal glue).

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973.

Water shall conform to M-1 Best quality of gum shall be sued in the preparation of white wash. Ultramarine

blue or Indigo: This shall conform to I.S. 55-1970 for points and shall be used for preparation of white wash.

Pigments: mineral colours, not affected by lime shall be sued in preparing colour wash.

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about

five litres of water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed to stand for a period

of 24 hours and then shall be screened through a clean coarse cloth, 4 kg. of gum dissolved in hot water

shall be added to each cubic metre of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. of

lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred

thoroughly before use.

Preparation of surface :

The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before

white wash is to be applied.

The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be

rubbed with over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and

shall be washed with clean water.

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire brushes.

All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and

plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry.

They shall then be given one coat of white wash.

All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials

similar in composition to the surface to be prepared.

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on

part of scaffolding shall rest against the surface to be white or coloured washed. A properly secured strong

and well tied suspended platform (Zoola) may be used for white washing. Where ladders are sued, pieces of

old gunny bags shall be tied at top and bottom to prevent scratches to the floors and walls. For white

washing of ceilings proper stage scaffolding shall be erected where necessary.

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the brush

shall be from top downwards, another from bottom upwards over the first stroke and similarly one stroke

from the right another from the left, over the first stroke brush before the it dries. This will from one coat.

Each coat shall be allowed to dry before next coat is applied. Number coats as specified in item shall be

applied. It shall present smooth and uniform finish free from brush marks and it should not come off easily

when rubbed finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke soot

removed of oil and grease spots treatment for infection with effloresces moulds moss, funji and kitchen and

patch repairs to plaster wherever done shall not be paid extra.

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding

0.5 sq. mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in

area and for opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area deductions and

additions shall be made as under :

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

No addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of

joints, beams, posts etc.

Deductions 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. of these openings :

When both the faces or walls are provided with finish, deduction shall be made for one face only.

When each face of wall is provided with different finish deduction shall be made for that side of frame for door,

windows etc. on which width of reveals is less than that of the other side, where width of reveals on both faces of

wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.

When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width

of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more

than on the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

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

shall be measured.

No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased

by the following percentage and the resultant shall be included with the general areas.

Corrugated steel sheets 4%

Corrugated A. C. Sheets 20%

Semi corrugated A. C. Sheets 10%

Nainital pattern roof (Plain sheeting with rolls) 10%

Nainital pattern roof (with corrugated sheets) 25%

Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and

included in the general area.

The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the

operations described above.

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

Removing dry or oil bound distemper by a washing and scraping and sand papering the wall surface

smooth including necessary repairs to scratches complete.

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

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade

on wall surfaces of given an even shade, over and including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and other foreign matter.

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.

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.

Wall Painting (two coats) with plastic emulsion paint of approved brand and manufacture and of

shade required on undecorated wall surfaces to give an even shade,.over and including a priming

of approved brand and manufacture & Two Coat of "Birla" or equivalent Wall Putty after

thoroughly brushing the surface free from mortar droppings and other foreign matter and also

including preparing the surface even and sand-papered smooth.

Smoothness of the Surface after two coats of approved putty after sandpapering etc. complete should

be up to the satisfaction of engg. In charge with required watering etc. complete asper

company Guidelines. Plastic paint application after Priming should be as per Building specifications

given in the above said website.

Mode of measurements & payment: The rate shall be for a unit of one sq. metre.

Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive to give

an even shade including cleaning of all dirt, dustand other foreign matter.(75 mm dia)

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

Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive to give

an even shade including cleaning of all dirt, dust and other foreign matter.(100 mm dia)

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

Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty) or equivalent & two coats

of primer of approved brand and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered

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

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

shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose

powdered materials.etc complete

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

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all

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

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal

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

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

The rate shall be for a unit of one Cum

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful

materials as directed and disposing as directed and disposing of the unserviceable materials with all

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful materials as

directed and disposing as directed and disposing of the unserviceable materials with all lead and lift.

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Removing and scraping of old deteriorated plaster of any thickness from wall /

R.C.C member including stacking of serviceable material and disposal of unserviceable from

site of work with all lead and lift

Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member including stacking

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

The rate shall be for a unit of Smt. The work should be done as specified in above item.

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

mm x 6 mm and oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two

diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I, staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C 1:5:10 etc complete.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and

oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two diagonals of galvanised steel barbed

wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I, staples including fixing the posts in

ground with 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc complete.

The rate shall be for a unit of Rmt

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

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

The rate shall be for a unit of kg

Supplying and fixing of 300 mm-L x 150mm-B x 380 mm-H Kerb block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timbaor equivalent quality

for pre-cast blocks, reasonablyexposed finish/ formwork , mould with well

equippedwith vibratory system for kerb stones of approved design including curing, etc.

complete, including thecost of formwork etc. complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerbstones in line and level on 5 cm thick sand bedding

withnecessary equipments and materials. The rate shall also include the flush pointing in CM (1:3)

for all joints of thekerbstones. Filling of zari alone the sides of the kerbstone fixed with

Bituminous concrete Bituminousconcrete / C.C. mixed in proper position to flush withthe road

surface as directed by Engineer in change to form a portable mixture.a) Laying on 5 cm thick

Material should be approved make as instructed by Add.City Engineer. The Surface should be thoroughly

cleaned with brush Before Applying, The Rate is Measured in Rmt.

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.

Scope of work :

Excavation and compaction up to 30 cm in height . for footpath paving in all sorts of soil murrum including

sorting outs and stacking of useful materials stuff up to 50 mt. lead from excavated place

and same well be carting. Up to 5 km.

The scope of work includes manufacturing, supplying and laying of precast paver blocks at various

Retail outlets. The work includes :

1.1 Verification of the existing site condition and advising our project in charge to lay suitable base

course if required. Contractors are required to satisfy themselves with quality of sub grade, sub-base

course before the paver blocks are laid and suggest strengthening if required.

1.2 Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks.

1.3 Manufacturing of paver blocks in your plant as per requirements in technical specification enclosed.

1.4 Supplying of paver blocks at site, including handling at both ends.

1.5 Laying of paver blocks at site as per requirement in technical specification, within shortest possible

time. The site being existing operating Retail Outlets, care should be taken to ensure that the operation

is not closed. The job of laying may required to be carried out during night also.

1.6 Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results as

per requirements in Technical Specifications. HPCL reserves the right to carryout test at random. Cost

for such tests to be borne by party.

1.7 The contractor shall guarantee that all material and components designed, fabricated, supplied and

laid by him shall be free from any type of defect due to faulty material and/or workmanship/erection

for a period of One year from the date of completion of work at individual sites. However, the

contractor fro two years shall render free maintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high

level of compaction by application of hydraulic compaction and also by high intensity vibration to the

moulds. The machine should have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete

ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of

cum/hour. The plant should equipped with automatic control panel for maintaining water cement ratio

from batch to batch to obtain concrete of uniform quality and strength. The plant should be equipped

with adequate mechanism for mechanized loading of raw materials into mixer and conveyor belt for

transportation of concrete from mixer to concrete block making machine to maintain quality of wet

The factory should have well designed curing area to ensure adequate curing of paver blocks.

For the Rubber mould paver block specification has to followed as per specification of Gray and coloured

paver block specification. But at the production level the mould for producting rubber moulded paver block the

mould is of rubber materials and the prodection of rubber moulded paver block is even shaded, finishing and

even colour shaded and using Rubber mould should be producing on vibratory mechine by obtaing high level of

compaction by application of vibration to the moulds. The machine should have automatic control pannel for

uniformity in strength. Or as per direction of engineering incharge.

1.5 Laboratory (Desirable but not essential) :

The factory should have the following:

(i) Compression testing machine of adequate capacity.

(ii) Other tools and equipment for testing raw materials and paver blocks.

(iii) (1).Systematic record of test results of various paver blocks manufactured in the factory.

(2).Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum

colour pigment of 3% by weight of cement. The colour shade shall be “RED” as selected by HPCL

before commencement of the work. White cement shall be used for colored pavers to obtain the desired

colour shade. The job also includes providing 50 mm thick sand bedding to match the shade of the

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the date

of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be as per

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same should be

retained until the laying.

The surface should be reasonably smoothe and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

vibration on the paver Surface.

The concrete mix design should be followed for each batch of materials separately and automatic

batching plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of

the surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X

250mm X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing

shall be cured properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm or 80mm

Shape Uniregular (Uniform Shape with no Hollow

Chamfer 4mm to 6mm along top edges

Colour a. Natural cement grey colour without

use of any pigment.

b. For coloured pavers refer

“specifications for coloured pavers”

Dimensional Tolerance (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

SR. Average Values

NO. (Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 45 N/Sqmm for 80mm

thick OR Min. 30 N/Sqmm for

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Contact 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks. Average of minimum 8 blocks per site.

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

2. Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be 40 N/Sqmm.

3. Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor

Tiles) – Appendix C.

4. Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor

Tiles) – Appendix D.

5. Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for

Concrete Masonry Units) – Appendix E.

Sampling of Paver blocks.

1. Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be

divided into ten approximately equal groups. Three blocks shall be drawn from each group.

2. Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated section of

part thereof, and the consignment represented by the sample, are clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid

damage to the paving in transit. Protect the paving from damage and contamination until they have

been tested. The testing shall be carried as soon as possible, after the sample has been taken. As soon

as practicable after sampling. The samples shall be stored in water at 20 degree C  5 degree C for

hours prior to testing.

Important Note:-

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

which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved

Rates for Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications

should be Considered as per Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an

ARC Tender All the Quantity Would Vary as per Instruction of Engineer in Charge. No Rate would be given

Extra for Increase or Decrease in the Quantity of The BOQ Scheduled Items.

Contractor signature Additional City Engineer

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

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

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

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

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

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

the Municipal Corporation shall recover the said amount from the contractor.

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

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

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

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

other govt.rules.

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

regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

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

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

signed. These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in

so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

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

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

correction published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum

issued and enclose the same with the tender documents,failing which the tender shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)