Const,. of RCC Road and Paver Block in Ekta Nagar, Shivshankar Nagar, Hariom Nagar, Gupta Nagar, from the budget of the Municipal Councilor, MP/MLA and others. different chalis o n the P. Zone Vasana ward, in West Zone ARC)

Item DISCRIPTION Quantity Unit Rate Amount

Box cutting the road surface to proper slope

and camber for making a base for road work

1 including removing the excavated stuff and 1010.00 127.13 ₹

depositing on the road side slope as directed

upto 200 Mt.lead

Dismantling the following including loading,

unloading and disposal of unserviceable

material for all lead or as directed by

Engineer-In-Charge and stacking the

serviceable material and backfilling the

resulting trenches and pits complete.

a central verge -kerb stone 155.00 8 8.00 ₹

Dismantling tiled or stone floors laid in

mortar including stacking of serviceable

material and disposal of uservicalble material

with all lead and lifts.

Conveyance charge of earth,lime,murrum,

building rubbish,manual garbage,sludge

,excavated rock,fly ash, aggregate of any

kind etc. comp. up to 5 Km. lead

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

road level incl. removing damaged brick work

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

and plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris

from MH and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

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

and fixing C.I. steps and existing chamber Nos.

sheet cover, removing the debris from

chamber and carting the same as directed.

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

B x 380 mm-H Kerb block for Footpath in M-

20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well

equipped with vibratory system for kerb

stones of approved design including curing,

etc. complete, including the cost of formwork

etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb

stones in line and level on 5 cm thick sand Rmt

bedding with necessary equipments and

materials. The rate shall also include the flush

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

kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by

Engineer in change to form a portable

mixture. In any case Gravel or such type of

materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding

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.

Providing and laying cement concrete 1:4:8

(1- Cement : 4 - Coarse aggregate : 8-Hand

8 broken stone aggregates 40 mm nominal size) 180.00 2105.71 ₹

and curing complete excluding formwork in

(A) Foundation and plinth.

Providing and laying cement concrete

1:3:6 (1- Cement : 3- Coarse sand : 6-

Hand broken stone aggregates 40mm 150.00 4006.15 ₹

nominal size) and curing complete.

SOR 23-24 IT NO :05005A

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

9 to the work site etc. comp. Directed.(AMC 0.00 0.00 ₹ -

approved Rate Central Store 2023)

F.R.C. Extra Heavy Duty (EHD-35)

Manhole Covers & Frames Cover :

728mm ø & 100 mm thick circular

cover, 35.00 MT load design, 100x2mm MS

flat allround, 16mm ø plain round bar for

lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear

opening, outer size- 888x888x175 mm. On

the upper periphery of frame 25 x 3 mm wide

MS flat should be well embed in concrete

to protect the edges of frame. FRC E.H.D.-35

manhole cover & frame described as above.

FRC heavy duty cover size 730 mm. &

mm thick circular Cover20 M.T. design load

and frame size 560 mm clear opening size

FRC medium duty cover size 670 mm dia &

70 mm thick 10 M.T. load design and

frame size 560 mm clear opening outer

size 780 x 780 x 120 mm

FRC light duty Chamber seat cover (FRC)

E cover with rectangular frame (LD-2.5) Cover 20.00 No. 1631.00 ₹

& Frame - 600 x 450mm clear opening,

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

9 carriage of mixed Material by tipper to site, ₹ -

laying in uniform layers in sub- base / base

course on well prepared surface and

compacting with vibratory roller to achieve

the desired density as per Codal Provision.

A Production & Supply of WMM 150.00 Cmt 1975.00 ₹

B Laying of WMM 150.00 Cmt 35.00 ₹

Providing and laying in position Ready Mixed

M-200 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

10 including pumping of R.M.C. from transit 240.00 Cmt 3980.17 ₹

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer - in

- charge. Without Fly Ash (Mincement level as

per latest IS 456 shall be maintained)

Providing formwork of ordinary timber

planking so as to give a rough finish including

centering shuttering strutting and propping

etc. Height of propping and centering below

11 supporting floor to ceiling not exceeding 4 M. 200.00 Smt 102.19 ₹

and removal of the same for in situ reinforced

concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns

etc.and Mass concrete

Providing TMT Bar FE500D reinforcement for

R.C.C. Work including bending,binding and

placing in position complete upto floor two

P/A Tremix with dewartering machine and

floater machine on constructed CC work for

finishing the surface as per requirement. The

rate including allmachinaries, labor, loading,

unloading, ransportaion etc complete as per

direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road

& filling it with polysulfied selant & finished

ot good incl. all labour charges etc. comp.as

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.

a up to 0.20 meter thickness (By Manual) 144.00 Smt 71.10 ₹

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

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.

Complete as Directed.

Contractor signature Addi. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

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

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work v.Ítul JtmKt Jtuzobtk yuf<t ldh,rNJNkfh ldh,nheytub ldh,dwÃ<tldh le swœe swœe

atjeytubtk søgtyu Bgw.ftWLmejh, yuub.ve/yub.yuj.yu <&t yLg csuxbtk&e yth.me.me

htuz <&t vuJh jdtJJtlt ftb ctc<. (ARC)

2 Time Limit 12 Months

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

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to ₹

6 Earnest Money Deposit Rs. 50,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as prescribed in 9.0 below. Demand Draft or Bank

Guarantee shall be from Nationalized Bank / Sheduled Bank and valid for 120 days. (As

per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No. 29 Dt. 7/08/2010).

.(As per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No.

Dt.7/08/2010) & attched ANNEXURE - 1 finance dept.circular No- 14 Dt.4/6/13,

Circular No. 12 Dt.14/06/2021) & attched ANNEXURE - 1 finance dept.circular No-

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

Demand Draft / Local MICR Cheque.

8 Tender fees Rs.1500.00/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

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

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

10 Tenders issue date Tenders from the AMC website www.egovamc.com shall be down loaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notic inviting Tender / Addendum / Corrigendum.. The

Tenders. tenders received after latest schedule date and time will not be entertained

under any circumstances.

12 Date of Opening As per Notic inviting Tender / Addendum / Corrigendum (only

Techanical Bid) to Assistant Manager / Dy.C.E.(W/Z) office, 2nd Floor,

Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Mode of sending the This is a two bid System Tender Hence Financial Bid shall be Opened

Tender Documents and only for the Technically Qualified Bidders.

evalution of tender Document shall be physically submitted in sealed envelope (two-bid

system) By RPAD/Speed post/ Hand Delivery in sealed covers in

Duplicate (One Original & One Duplicate) duly sign & seal by contractor

EMD in the form of Demand Draft/ Bank Guarantee shall be sealed in

separate envelope and along with Volume-I marked Envelope ‘A’ only

(Technical Bid). and Volume-II shall be sealed in another separate

envelope, marked envelope ‘B (Financial Bid). Both envelopes ‘A’ and

‘B’ shall then be sealed in one large envelope.

The first envelope ‘A’ containing technical bids from the bidders received,

shall be opened in the presence of the bidder’s representatives as per NIT

and the technical bids shall be scrutinized by AMC for satisfying eligibility

criteria for the bidders for this work. Then, the financial bids – Volume-II

(envelope ‘B’) from the eligible tenderers only shall be opened. The actual

date of opening of financial bids shall be communicated to technically

qualified bidders at a later date.

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

shall be rejected outright. ..

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

Specification be applicable..

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

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

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

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

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

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

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

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

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

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

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

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

monsoon, whichever is later.

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

months from the certified date of completion which should include one

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

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

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

treated as the last date.

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

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

works within 48 hours of intimation of work. Communication done

telephonically via 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 10 Lakhs and

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

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.

17 Compensation for Delay 10% of Remaining work

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

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

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

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

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add City Engineer

(West Zone) (West Zone)

As per account department(A.M.C.) circular no. 12, Dt.14/06/2021 Bank guarantee of

said work must be of Ahmedabad city branch, which mentioned as bellow.

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

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

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

to March- 31, 2022. The validity cut-off date in the GR is with respect to the date of

issue of Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and 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 Completi

No. value of works Money on

(Rs.) Deposit (Rs.) Period

1 v.Ítul JtmKt Jtuzobtk yuf<t ldh,rNJNkfh ₹ 49,99,998.42 Rs. 50,000/-

ldh,nheytub ldh,dwÃ<tldh le swœe swœe Months

atjeytubtk søgtyu Bgw.ftWLmejh,

yuub.ve/yub.yuj.yu <&t yLg csuxbtk&e

yth.me.me htuz <&t vuJh jdtJJtlt ftb ctc<.

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. 1500.00 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. The Details of Tender fees shall be submit with

scan copy at the time of Quoting price bid of the tender and Physically to be submitted along with

technical bid Vol.-1 with other enclosure.

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

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

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

Financial Condition.

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

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

Ahmedabad-380013.

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

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

W.Z. Office, Ahmedabad-380013. in the presence of bidders or their representatives who choose to attend.

In the event of the specified date of bid submission/opening being declared a holiday for the Employer,

the bids shall be received /opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule

time Tender Document Vol. 1 , 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.Seprate envolup to be submitted by the bidder clearly marked as

“Technical Bid” and “Financial/Price bid” Price bid shall Remain Only the Price bid, Whenever

all othe Documents to be submitted Under The envolup of “ Technical Bid” This envelope shall be

sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

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

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

declared as a holiday for the Employer, the Tender will be opened at the appointed time and location

on the next working day.

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

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

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

consider appropriate. As per the checklist.

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.(Following clause no. 5 of ITB).

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

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

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

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

5(General Terms and Condition).

6. Notification of Award

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

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

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

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

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

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per As per City Engineer

Circular (WRM) no. 6 2011/12 DT: 24/06/2011 after receiving letter of Indent. Time limit of

work will commence from the date of issue of work order.

8. Clarification of Bids

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

discretion, ask any bidder for authentication the correctness of the information/details furnished by

him in his bid. Such request by the Employer and the response by bidder shall be in writing or by

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

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

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

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

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

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

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

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

the rejection of his bid.

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

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

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

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

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

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

agents from and against all liability in respect thereof and will be responsible for death or personal

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

result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( 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

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

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

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

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

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signeture Bidder

5.3 Disqualification

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

following reasons:

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

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

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

against the applicant or financial failure due to bankruptcy.

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

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

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

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

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

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

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

7. Bidding Documents

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

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

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

8. Language of Bid

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

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

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

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

English translation shall prevail.

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

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

submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

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

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

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

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

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

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

11. Format and Signing of Bid

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

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

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 on the Bidder.

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

 “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

 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

 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.egovamc.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 Price .

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

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

discontinuity period.

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule

9. Tax, Duties on Materials

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

procurement or any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any

other cause as of the date 28 days prior to the deadline for submission of the bids, shall be included in

the rates and prices and the total bid price submitted by the bidder and the evaluation and comparison

of bids by the Employer shall be made accordingly.

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.

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 execution.

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

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order

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

order to the contractor.

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

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

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

order to the contractor.

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

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

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

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

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

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

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

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

intent of the plants and specifications.

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

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

will be payable by the contractor.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

sets etc. as the case may be.

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

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

certificate and solvency certificate.

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

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

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

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

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

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

amount of work increases/ decreases.

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

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

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

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

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

reject any or all the tenders without assigning any reason thereof.

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

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

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

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

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

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

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

done by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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

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

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

xuLzhbt <u btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

9: rJmkkdr< ylu rnmtc stud:

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

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

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

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

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

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

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

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

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

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

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

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

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

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

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

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

l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt

swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u

y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj

Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

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

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

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

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

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

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

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

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

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

2) xuLzh Vtubole ylwmwra-ce

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

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

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

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

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

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

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

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

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

l vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk

ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem

Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh

ChJwk. Bswhtultu rJbtu vK W<thJtu.

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

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

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

CtudJJtltu hnuNu.

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

ftuLx[tfxh ck^tgujt Au.

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

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

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

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

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

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

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

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

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

bwsc awkfJKe fhJtbtk ytJNu.

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

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

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

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

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

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

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

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

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn

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

zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

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

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

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

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

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

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

yufhthlwk Vtubo

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

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

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

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

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 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

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 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

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

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

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

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

Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

TECHNICAL SPECIFICATION

Name of Work :- v.Ítul JtmKt Jtuzobtk yuf<t ldh,rNJNkfh ldh,nheytub ldh,dwÃ<tldh le swœe swœe atjeytubtk

søgtyu Bgw.ftWLmejh, yuub.ve/yub.yuj.yu <&t yLg csuxbtk&e yth.me.me htuz <&t vuJh

jdtJJtlt ftb ctc<. (yu.yth.me)

Box cutting the road surface to proper slope and camber for making a base for road

work including removing the excavated stuff and depositing on the road side slope

as directed upto 200 Mt.lead.

Any soil which generally yields to the application of pickaxes and shovels, spades,

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

clay, peat etc. falls under this category. For materials and workmanship for earthwork and

excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be followed.

To protect persons from injury and to avoid damage to property, adequate barricades,

construction signs, red lanterns and guards as required shall be placed and maintained during

the progress of the construction work and until it is safe for the traffic to use the roadways.

The relevant Indian standards and the rules and regulations of local authorities in regards to

safety provisions shall be observed.

The depth of the excavation shall be as required. The site shall be cleared and all

obstructions, loose stones, materials and rubbish of all kind, bush; wood and all type trees

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

shall be conveyed and stacked as directed, within 50-m. lead. The roots of the trees coming

in the sides of the trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest

Authority / Municipal Commissioner, before cutting shall be cut after obtaining such

permission from them. The rate of site clearance is deemed to be included in the rate of

The excavation shall be carried out in true line and level and having width and depth,

as shown in the drawings or as directed. The Contractor shall do the necessary shoring and

strutting or shall provide necessary slopes to a safe angle or steps, as required or directed, at

his own cost. No extra payment shall be made for such precautionary measures, taken. The

bottom of the excavated area shall be leveled both longitudinally and transversely, as

directed, by removing excess soil and watering, as required. No earth filling will be allowed

for bringing it to level, if by mistake or any other reason, excavation is made deeper or wider

than shown on the drawings or as directed. The extra depth or width shall be made up with

sand filling, as specified for the bottom level of the subsequent finishing at the cost of the

Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of

supporting all utility services, lighting the excavated areas, separating and stacking

serviceable materials nearly, shoring, timbering, strutting, bailing out water either sub-soil or

rainwater, including pumping at any stage of the work. all Excavation work must executed

with manual labour only.

1.2. Precautions :

The blasting operation shall remain in charge of competent and experienced supervisor and

workman who are thoroughly acquainted with the details of handling explosives and blasting

operations. The blasting shall be carried out during fixed hours of the day, preferably during

the mid-day-lunch hours or at the close of the work as ordered in writing by the Engineer-in-

charge. The hours of blasting shall be notified in advance to the people in the vicinity. All the

charges shall be prepared by the man in charge only.

Red danger flags shall be displayed prominently in all directions during the blasting

People except this who actually light the fuse shall be prohibited from entering into this area.

The flag shall be stationed as 200 m. from the firing site in all directions and all persons

including workmen shall be excluded from the flagged area at least 10 minutes before the

firing warning whistle being sounded for this purpose.

During excavation in rock by blasting, the lowest 15 cm. of the stratas shall be blasted with

light charges so as not to shatter or weaken the underlying rock on which the foundation will

be actually laid. If excavation in rock is done to larger width and lengths than those shown on

the drawings or as directed, no payment shall be made for such over break. If excavation is

done to depth grater than shown on the drawings or directed, excess depth shall be made up

with foundation grade concrete as directed at the contractor’s cost.

The charged hole shall be drilled to the required depth and in suitable places when blasting Is

done with powder, the fuse cut to the required length shall be inserted in the holes and the

powder dropped in. The powder shall be gently tamped with copper rod with rounded ends.

The explosive powder shall then be covered with trapping materials which shall be tamped

lightly but firmly. When blasting is done with dynamite and other high explosive dynamite

cartridges shall be prepared by inserting the square cut ends of fuse into the detonator, and

finished with dippers at the open ends. The detonator should be gently pushed into the

premier leaving one third of the copper exposed outside. The primer shall be housed into the

explosive. Bore holes shall be of such size that the cartridges can be easily passed down. The

primer shall be cleared of all debris and explosive inserted. The space for about 20 cms.

above the charge shall then be gently filled with dry clay pressed home and rest of the

tamping is firmed with any convenient materials gently packed with a wooden cover.

At a time, not more than 20 such charges shall be prepared and fired. The man in charge

shall blow a whistle in a recognised manner for cautioning the people. All the people shall

then be required to move to safe distances. The charges shall be lighted by the man in charge

only. The man-in-charge shall count the number of explosions. He shall satisfy himself that

the charges have been exploded before allowing the workman to go to the work site.

The contractor shall be fully responsible to strictly follow the prevailing rules and procedures

regarding blasting procedures.

In case of a misfire the following procedure shall be observed :

Sufficient time shall be allowed to account for the delayed blast. The man in charge shall

inspect all the charges and determine the missed charge.

If it is the blasting powder charge, it shall be completely flooded with water. A new hole shall

be drilled at about 45 cm. from the old and fired. This should blast the old charge. Should it

not blast the old charge. Should it not blast the old charge, the procedure shall be repeated

till the old charge is blasted.

In case of charge of gelatin, dynamite etc. the man in charge shall gently remove the tamping

and the primer with detonator. A fresh detonator and primer shall then be used to blast the

charge. Alternatively the hole may then be drilled 15 cm. away and parallel to it. This hole

shall then be charged fired when the misfired hole should explode at the same time. The man

in charge shall report to the office at once all cases of misfire, the cause of the same and

what steps were taken in connection therewith.

If a misfire has been found to be due to defective detonator or dynamite, the whole quantity

in the box from which defective article was taken must be sent to the authority as directed for

inspection to ascertain whether all the remaining materials in the box are also defective or

1.4. Accidents :

The contractor shall be solely responsible for any accident during the entire procedure of

handling explosive and blasting and shall pay necessary compensation to persons affected or

damage t lands or properly etc., due to the blasting without extra claims on the department.

A careful and day-to day account of explosives shall be maintained by the contractor in an

approved manner and shall be open to inspection of the Engineer-in-charge at all times.

Surprise visit may also be paid by the Engineer-in-charge to the storage and in case of any

unaccountable shortage or unsatisfactory accounting, the contractor shall be liable to be

penalised by forfeiture of part or whole of his Security Deposit or by cancellation of tender in

which case be shall not be entitled for any compensation.

1.6. Disposal of Excavated materials :

No materials excavated from foundation trenches of whatever kind they may be, are to be

placed even temporarily nearer than1.5m. of distance prescribed by the Engineer from the

outer edges of excavation. All materials excavated shall remain the property of Government.

Rate for excavation includes sorting out of useful materials and stacking them separately as

directed within the specified lead. Materials suitable and useful for back filling or other use

shall be stacked in convenient places but not in such a way as to obstruct free movement of

men, animals and vehicles or encroach upon the area required for constructional purpose. The

site shall be left clean of all debris on completion.

Disposal of excavated materials is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a

lead of 50 meters as directed. useful materials obtained from clearing site and excavation

shall be stacked within a lead of 50 M. beyond the building area as directed. Materials suitable

for back filling shall be stacked at convenient places within a lead of 50 M. from the structure

for reuse. Useful stones from rock excavation shall be stacked neatly within a lead of 50 M.

and will be allowed to be used by the contractor on payment at rates laid down in the contract

or if not so aid down, at schedule of rates of the Division or at a mutually agreed rates if

there are no such rates in the Schedule of rates.

If surplus materials are required to be conveyed beyond 50 M. conveyance will be paid for

under a separate item.

1.7. Mode of measurement and payment :

The work shall be measured for the work limited to the dimensions shown on drawings or

directed, Excavation to dimensions in excess of the above will not be measured or paid for

and if so ordered by the Engineer the contractor shall have to fill up the excess depth with

cement concrete specified for foundation without extra payment.

Driving of sounding bards, drill holes to explore the nature of substratum upto a total length

of meter distributed in 2 or 3 places in each foundation if necessary, will be considered

incidental work and eill not be paid for separately.

Removal of slips and blows in the foundation trenches will not be measured or paid for.

If it is necessary in the opinion of the Engineer-in-charge to carry foundation below the levels

shown on the plants the excavation for the first 1.5 M. of additional depth will be included in

the quantity for the particular classification and will be paid for as extra work at rate to be

decided under the general conditions of contract unless the contractor unless the contractor is

willing to accept payment as tendered rates.

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

Dismantling the following including loading, unloading and disposal of

unserviceable material for all lead or as directed by Engineer-In-Charge and

stacking the serviceable material and backfilling the resulting trenches and pits

complete. Dismantling tiled or stone floors laid in mortar including stacking of

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

The relevant specifications of item no 20.1 (I) shall be followed except the dismantling of tiled or

stone floors laid on mortars shall be done Dismantling implies carefully taking up or down or these

are fixed by nail screws bolts etc. the shall be taken out with proper tools

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately the relevant

specification of item no 20.1 (I) shall be followed. The rate shall include stacking the

unserviceable materials as directed will lead and lift.

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

Conveyance charge of earth,lime,murrum, building rubbish,manual garbage,sludge

,excavated rock,fly ash, aggregate of any kind etc. comp. up to 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.

Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in C.M. 1:5

and plaster in C.M. 1:3 and fixing C.I. steps and M.H. and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

This is item pertaining to leveling MH cover. Existing manhole should be remove

property and carefully from its original level also exi. Asphalt should be removed and stacked

the excavated asphalt here by also removed top brick masonary layer as dire. So as to get

proper bonded between old masonary; and new masonary with a good quality of brick one to

there layer masonary in properly 1:5 incl. and plaster in C.M. 1:3 and fixing C.I. steps curing

etc. comp. Also provided and fixing old manhole with seat in c.c. prop 1:2:4. This MH should

be properly leveled and with road level etc. comp.

Mode of measurement shall be on No. basis.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by

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

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

This is item pertaining to leveling I.C./C.P. cover. Existing Catchpit/Chamber should be

remove property and carefully from its original level also exi. Asphalt should be removed and

stacked the excavated asphalt here by also removed top brick masonary layer as dire. So as

to get proper bonded between old masonary; and new masonary with a good quality of brick

one to there layer masonary in properly 1:5 incl. and plaster in C.M. 1:3 and fixing C.I. steps

curing etc. comp. Also provided and fixing old manhole with seat in c.c. prop 1:2:4. This

IC/CP should be properly leveled and with road level etc. comp.

Mode of measurement shall be on No. basis.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath

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

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

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

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

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

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

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

Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete

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

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

production. a) Laying on 5 cm thick Sand Bedding

Trenches of specified width and depth shall first be made along the edges of the

wearing course of the road or along the line of pave block flooring to receive the restraint

blocks. The bed of the trenches shall be compacted manually with steel rammers to a firm

and even surface and then stones shall be set in P.C.C.

The edge restraint blocks shall be laid with their length running parallet to the paving

edge, true in line and gradient. The joints of blocks shall be not more than 10 mm and filled

with the CM 1:3 ( 1 cement : 3 fine sand ) which shall be cured for 7 days.

Finishing The edges shall be restored and all surplus earth including rubbish etc.

disposed off as directed by the Engineer-in Charge.

Measurements Length of the finished work shall be measured in running metre along

the edge of the paving correct to a cm.

Rate The rate shall include the cost of the materials and labour including stone of

specified material involved in all the operation described above. The rate shall be for a unit of

one meter basis.

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

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 :

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

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver

Manufacturing of paver blocks in your plant as per requirements in technical specification

Supplying of paver blocks at site, including handling at both ends.

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

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.

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 30 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

1.3. Curing:- The factory should have well designed curing area to ensure adequate

curing of paver blocks.

Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1).Systematic record of test results of various paver blocks manufactured in the

(2).Concrete Mix Design for various grade of concrete used for making of paver

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 paver block.

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 attachment.

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 Natural cement grey colour without use of

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.

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.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix C.

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix D.

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

blocks, shall be divided into ten approximately equal groups. Three blocks shall be drawn

from each group.

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 24 hours prior to testing.

Providing and laying cement concrete 1:4:8 (1- Cement : 4 - Coarse aggregate : 8-Hand broken stone

aggregates 40 mm nominal size) and curing complete excluding formwork in (A) Foundation and

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose

materials and watered and rammed as directed .

The proportion of cement, sand and coarse aggregate shall be one part of cement, 4 parts of

sand, 8 parts of stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may

however be allowed for smaller quantity of work if approved by the Engineer-incharge. When

hand mixing is permitted by the Engineer-in-charge incase of breakdown of machinery’s and

in the interest of the work. it shall be carried out on a water tight platform and care shall be

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

However in such cases 10% more cement than otherwise required shall have to be used

without any extra cost. The mixing in mechanical mixer shall be done for a period 1 to

minutes. The quantity of water shall be sufficient to produce a dense concrete of required

workability for the purpose.

The concrete shall be handled from the place of mixing to the final position in not more than

15 minutes by the method as directed and shall be placed into its final position, compacted

and finished within 30 minutes of mixing with water i.e. before the setting commences.

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

The concrete shall be rammed with heavy iron rammers and rapidly to get the required

compaction and to allow all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding for a

period of not less than 7 days from the date of placement

The concrete shall be measured for its length breadth and depth, limiting dimensions to those

specified on plan or as directed.

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

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand :

6- Hand broken stone aggregates 40mm nominal size) and curing

complete.SOR 23-24 IT NO :05005A

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose

materials and watered and rammed as directed. The proportion of cement, sand and hand

broken stone aggregates shall be one part of cement, 5 parts of coarse sand, 10 parts of hand

broken stone aggregates and shall so measured by volume. The concrete shall be mixed in a

mechanical mixer at the site of work. Hand mixing may however be allowed for smaller

quantity of work if approved by the Engineer-incharge. When hand mixing is permitted by the

Engineer-in charge in case of breakdown of machinery’s and in the interest of the work. it

shall be carried out on a water tight platform and care shall be taken to ensure that mixing is

continued until the mass is uniform in colour and consistency. The quantity of water shall be

sufficient to produce a dense concrete of required workability for the purpose. The concrete

shall be handled from the place of mixing to the final position in not more than 15 minutes by

the method as directed and shall be placed into its final position, compacted and finished

within 30 minutes of mixing with water i.e. before the setting commences. The concrete shall

be laid in layers of 15 cms. to 20 cms. The concrete shall be rammed with heavy iron

rammers and rapidly to get the required compaction and to allow all the gaps to be filled with

mortar. After the final set, the concrete shall be kept continuously wet, if required by

pounding for a period of not less than 7 days from the date of placement The concrete shall

be measured for its length breadth and depth, limiting dimensions to those specified on plan

or as directed.

Mode of measurements shall be on CMT basis

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :

728mm ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm

MS flat allround, 16mm ø plain round bar for lifting the cover & should be

fitted with plastic cups. Frame: 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the edges of frame. FRC E.H.D.-35

manhole cover & frame described as above.

FRC heavy duty cover size 730 mm. & 90 mm thick circular Cover

20 M.T. design load and frame size 560 mm clear opening size 890 x 890 x

FRC medium duty cover size 670 mm dia & 70 mm thick 10 M.T. load design

and frame size 560 mm clear opening outer size

FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x

mm rectangular cover frame size 600 x 450 mm clear opening outer size 816 x

FRC light duty Chamber seat cover (FRC) cover with rectangular frame (LD-

2.5) Cover & Frame - 600 x 450mm clear opening,

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &Frames Cover : 728mm ø &

mm thick circular cover,35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain

round bar for lifting the cover & should be fitted withplastic cups. Frame : 560 mm ø clear

opening, outer size-888x888x175 mm. On the upper periphery of frame 25 x 3mm wide MS

flat should be well embed in concrete toprotect the edges of frame. FRC E.H.D.-35 manhole

cover & frame described as above The measurement shall be for a unit of one sq. metre.

The measurement shall be for a unit of Number basis.

Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in

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

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

vibratory roller to achieve the desired density as per Codal Provision.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base

course on well prepared surface and compacting with vibratory roller to achieve the desired

density as per Codal Provision.

(A) Production & Supply of WMM

(B) Laying of WMM

Mode of measurements shall be on CMT basis

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced

cement conctere work, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/retard

setting of concrete, improve workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without Fly Ash (Min. cement level as

per latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to

kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of

concrete, improve workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

Mode of Measurement shall be paid by CMT. Basis

Providing formwork 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 ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc.and Mass concrete

Providing formwork 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 ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc.and Mass

Mode of Measurement shall be paid by Smt

Providing TMT Bar FE500D reinforcement for R.C.C. Work including

bending,binding and placing in position complete upto floor two level.

Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and

placing in position complete upto floor two level.

As per M.O.R.T & H. latest Specifiaction& IS CODE.

Mode of Measurement shall be paid by kg.

P/A Tremix with dewartering machine and floater machine on constructed CC

work for finishing the surface as per requirement. The rate including all

machinaries, labor, loading, unloading, ransportaion etc complete as per direction

given by engineer in charge.

P/A Tremix with dewartering machine and floater machine on constructed CC work for

finishing the surface as per requirement. The rate including all

machinaries, labor, loading, unloading, ransportaion etc complete as per direction given by

engineer in charge.

Mode of Measurement shall be paid by Smt

Making 15 mm. Groove in RCC work on road & filling it with polysulfied selant

& finished ot good incl. all labour charges etc. comp.as directed.

Making 15 mm. Groove in RCC work on road & filling it with polysulfied selant & finished ot

good incl. all labour charges etc. comp.as directed.

Mode of Measurement shall be paid by Rmt

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

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.

Mode of Measurement shall be paid by Smt

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing

Work on site by using Operator, fuel, power Supply etc. Complete as Directed

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

site by using Operator, fuel, power Supply etc. Complete as Directed

Mode of Measurement shall be paid by Hour Basis

Contractor’s Signature Add. Cit y Engi neer