Footpath repairing which came to the notice during morning rounds is regarding the work of repairing paver blocks and doing new paver blocks and CC work and making new footpaths work done by the Light Department of AMUCO, the complaint of CCRS at Vasna Ward In West Zone (ARC)

Name of Work :- “૫.ઝોન વાસણા વોડમાં સી.સી.આર.એસ. તેમજ મોિનગ રાઉ ડ દર યાન યાન આવતી

Item DISCRIPTION Quantity Unit Rate Amount

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.

central verge -kerb stone ₹

Dismantling tiled or stone floors laid in

mortar including stacking of serviceable

b material and disposal of uservicalble material 3600 SMT

with all lead and lifts.

SOR 23-24 IT CD NO:20005

Demolition & disposal of unservisable material

c with all lead and lift for unreinforeced concrete. 50 CMT

SOR 23-24 IT CD NO:20001B

Demolition of brick work & stone masonry

including stacking of serviceable materials and

d disposal of unserviceable materials with all 20 CMT

lead and lift (1) In cement mortar.

SOR 23-24 IT CD NO:20003B

Demolition including stacking of

serviceable materials and disposal of ₹

unserviceable materials with all lead and lift.

(I) R.C.C work. SOR 23-24 ITCD NO:20002

Extra rate over item of excavation of earth

for excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

2 demolishing the asphalt carpet,

metals,oiling/cutting Reinforcement etc.comp.

with stacking the material as directed.

(Based on Previously approved rate by C E sir )

Up to 0.20 meter thickness (By Manual) ₹

0.20 to 0.30 meter (By any type of Breaker

b Machine or R.C.C.Cutter machine including cost 1440 SMT

of operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter machine ₹

including cost of operator, fuel, & transportation

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to

C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

3 movement including cautionary board etc. Item 200 RMT

also includes for making temporary sufficient

nos of lighting arrangement through out the

work with necessary required arrangement.

..The same shall be removed after completion

of work. (Only for break down work from start

Box cutting the road surface to proper slope

and camber for making a base for road work

4 including removing the excavated stuff and 900 CMT

depositing on the road side slope as directed

upto 200 Mt.lead

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

5 executed outside the road site. Rate also 900 CMT

includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within

the work site is not payable.

Watering of Earth as Directed. SOR 23-24 IT ₹

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

7 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.

Production & Supply of WMM ₹

Laying of WMM ₹

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

Up to 0.15 mt. (@ Two Coarse) ₹

Up to 0.35mt. (@ Four Coarse) ₹

Up to 0.65 mt. (@ Seven Coarse) ₹

Up to 0.90 mt. (@ Ten 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

sheet cover, removing the debris from

chamber and carting the same as directed

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

the work site etc. comp. Directed.

(Based on rate of central store circular

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

Manhole Covers. 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

Carting and Fixing M.H., Chamber or

Catchpite Seat and Cover in line and level to

match exisisting road level in C.C. 1:2:4 and

11 finishing smooth, watering and protecting for 7 36 NOS

days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any

CatchPit Jali (Heavy duty) Fixing P/F FRC catch

pit jali with frame 600mm x 600mm clear ₹

opening etc. comp.. As directed by engineer in

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

200 mm B Kerb block for Central Verge in M-

20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould

with well equipped with vibratory system for ₹

kerb stones of approved design including

curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick

sand bedding with necessary equipments and

materials. The rate shall also include the

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

kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete

mixed in proper position as directed by

Engineer in change to form a portable mixture.

In any case Gravel or such type of materials

shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding

Supplying and fixing of 300 mm-L x

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

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved

make as per approved sample of any size and

any type. Kerbs shall be fixed on the

foundation prepared as per approved design.

The rate shall also include for erecting and

fixing the pieces in position for complete

kerb system with chamfered type of kerbs

including necessary accessories of kerb like

15 radius kerb, angles and quadrant kerbs, droplet 300 RMT

kerbs etc. complete as per drawing. Kerb shall

be fixed as paper joint without any jointing

material. However cement mortar shall be

provided at the backside of kerb stone joint.

(Sample must be approved) Cost of excavation,

cutting , base , side filling shall includes as

directed engineer - incharge in above item

description as per BOQ

(a) 450 hight x 600x 150 mm high median

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved

make as per approved sample of any size and

any type. Kerbs shall be fixed on the

foundation prepared as per approved design.

The rate shall also include for erecting and

fixing the pieces in position for complete

kerb system with chamfered type of kerbs

including necessary accessories of kerb like ₹

radius kerbs, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb shall

be fixed as paper joint without any jointing

material. However cement mortar shall be

provided at the backside of kerb stone joint.

(Sample must be approved) Cost of excavation,

cutting , base , side filling shall includes as

directed engineer - incharge in above item

description as per BOQ

(b) 380 x 600 x 150 mm high Footpath kerb.

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete

block 30cm length, 30cm height and 15cm

thick of M200 grade concret as per

17 approved design and including excavation 36 RMT

for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc

SOR 23-24 IT NO 14023A

Supplying and fixing for central verge

mm L x 235 mm Width x 680 mm H Supplying

& Fixing 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 charge to form a portable mixture.In any

case gravel or such type of materials shall not

be allowed for production.

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.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete

and colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and specification.

Laid paver block shall be mechanically

compacted. The work of the paving blocks

20 shall be executed in line and level by skilled 1800 SMT

mason of flooring work only. Small size of

paver block with same specification shall be

used at residue or at end. It should be laid in

such a way that the no cutting of the paver

block to be necessary. If cutting of paver block

shall be required, than cut by machine only and

laying to be done by skilled flooring mason.

The finished surface of the paver block shall

have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured

and paid without any wastage.

(A) 60 mm thick M-35 grade Grey Paver block

of size 200mm x 200mm.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete

and colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and specification.

Laid paver block shall be mechanically

compacted. The work of the paving blocks

21 shall be executed in line and level by skilled 72 SMT

mason of flooring work only. Small size of

paver block with same specification shall be

used at residue or at end. It should be laid in

such a way that the no cutting of the paver

block to be necessary. If cutting of paver block

shall be required, than cut by machine only and

laying to be done by skilled flooring mason.

The finished surface of the paver block shall

have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured

and paid without any wastage.

(A) 80 mm thick M-35 grade Grey Paver block

of size 200mm x 200mm.

Labour work of fixing Kerb any design of

central verge, (both side) footpath kerb,

items includes necessary excavation, asphalt

cutting of any thickness, erecting in line and

22 position and pointing with cement mortar 50 RMT

(1:3), watering, etc complete, filling with zari

along the side of the kurb, the kurb stone fix

prepared with bitumnious top surface, as

directed by engineer in charge.

Providing and laying cement concrete 1:5:10

(1- Cement : 5- fine sand : 10- graded

23 brick bat aggregates 40mm nominal size) 180 CMT

and curing complete.

SOR 23-24 IT NO 05006A

Providing and laying cement concrete 1:3:6

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

24 stone aggregates 40mm nominal size) and 180 CMT

curing complete.

SOR 23-24 IT NO :05005A

Painting Two Coats on divider and footpath

curb surface / New Concrete Surface ( Painting

25 two coats after filling the surface with synthetic 3600 SMT

enamel paint in all shades on new plastered

concrete surfaces)

Providing TMT Bar FE500D reinforcement

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

placing in position complete upto floor

two level SOR 23-24 IT NO :05014C

Providing and Casting in situ ordinary

cement concrete M200 for

R.C.C. Raft and cutt off walls including

necessary shuttering laying, vibrating, ₹

ramming and curing complete.(B) Walls, fom

top of foundation level upto floor two level

SOR 23-24 IT NO :27014A

Labour work for fixing interlocking blocks / any

kind of pavement on up

28 to 50 mm th sand bedding, levelling, watering 900 SMT

and fixing in line & level as well cleaning the

site etc.comp. as directed.

Paver Block Providing and laying, Dished

Channel specified thickness, size, grade of

concrete and colour machine made and blasting

by automatic shot blasting machine and high

density of as per approved sample of approved

make for suite drain besides paking area and

other areas as mentioned in the drawing.

Including providing and laying 50 mm thick

average bedding layer of coarse sand below

dished channel as per required grading and

specification. Laid dished channel shall be ₹

mechanically compacted. The work of the

dished channel shall be executed in line and

level by skilled mason. Small size of dished

channel with same specification shall be used

at residue or at end. If cutting of dished

channel shall be required , than cut by machine

only and laying to be done by skilled flooring

mason. Actual laid area shall be measured and

paid without any wastage.(A) 600 mm X

mm X 100 mm thick M-25 grade Grey dished

curved channel Make VYARA or Equivalent

Supply and installation of concrete bollard of

size 300mm diameter x 900mm height,

constructed using M-30 concrete and 4nos 8mm ₹

dia MS Fe500 reinforcement through the

section as directed by EIC including supply of

Applying priming coat over new steel and any

other surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt

31 and other foreign matter and scoured with 3600 Smt

brushes fne steel wood, scrapers and sand paper

with ready mixed priming paint brushing red

C.R. Base Road Marking Painting lines, dashes,

arrow, letters etc. on Road, Air fields and like in

32 two coats with road road marking paint , 200 Smt

brushing including cleaning the surface of all

dirt, dust and other foreign matter.

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 “૫.ઝોન વાસણા વોડમાં સી.સી.આર.એસ. તેમજ મોિનગ રાઉ ડ દર યાન યાન આવતી ટપાથ

2 Time Limit 12 Months

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

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs. 99,46,542.15 /-

6 Earnest Money Deposit Rs. 99,465/- (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 3% of the Sanctioned Tender Amount in form of Bank Guarantee/

Demand Draft / Local MICR Cheque.

8 Tender fees Rs.2400/-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

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 Table below:-

Sr. Name of Works Approximate Earnest Completi

No. value of works Money on

(Rs.) Deposit (Rs.) Period

મોિનગ રાઉ ડ દર યાન યાન આવતી ટપાથ 99,46,542.15/- Months

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

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

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

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

payable at Ahmedabad, which shall be non refundable. 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

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

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

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

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

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

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

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

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

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

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

decisions may result in the rejection of his bid.

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

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

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

bidder’s own expense.

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

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

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

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

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

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( 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

3. Eligible Bidders

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

following requirements:

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

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

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

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

6. One Bid per Bidder

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

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

be disqualified.

7. Bidding Documents

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

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

16, bids which are not substantially responsive to the requirements of the bidding documents will be

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

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

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

10. Bid Validity

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

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

shorter period.

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

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

request and the responses thereto shall be made in writing or by fax. A bidder may refuse the

request without forfeiting his bidder agreeing to the request will not be required or permitted to

modify his bid but will be required to extend the validity of his Bid Security for the period of the

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

11. Format and Signing of Bid

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

Instructions to Bidders.

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

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 execution.

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

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

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official

in the procurement process or in contract execution; and

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

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

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract

without assigning any reason thereof.

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

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

disqualification / rejection at any stage.

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

Tender volume is submitted without valid documents and without proof of eligibility criteria it

will be rejected.

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

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

are conditional tenders, will be rejected.

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

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

laws shall be directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the

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

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

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets. This shall be Provided

at no extra cost by the bidder under attaché with specified in the tender documents under

 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

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

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

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

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

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

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

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

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

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

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

connection therewith.

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

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

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

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

sets etc. as the case 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 will be given.

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

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

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

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

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

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease the scope of

work. No any claim to that effect shall be entertained. The Municipal Commissioner also reserves the

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

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

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

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

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

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

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

scope of work 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.

40. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

SCHDULE OF MAINTENANCE

Tender Conditions for A.R.C. Contractor of Footpath.

Sr.No. Day Pocket Location Details of Repairing

No. (Smt)Footpath/Kerb/Colour

1 Monday 1 Shahwadi Road

2 Tuesday 2 Gupta nagar (Pravin nagar)

3 Wednesday 3 Jadiba nagar to Malav Talav

4 Thursday 4 Aayajann agar jaydeep tower

5 Friday 5 Vasna bus stand to Dharnidhar

6 Saturday 6 Chandranagar,narayan nagar

Schedule of maintenance Work of Paver Block & Footpath

(1)The agency will have to conduct a survey as per schedule mentioned above according to the area

and inform the Ahmedabad Municipal Corporation officer.

(2)The agency will have to deploy labor gang/ gangs within 24 hours of site shown by the

Ahmedabad Municipal Corporation officer.

(3)The agency will have to start the work within 24 hrs after showing the site by the Ahmedabad

Municipal Corporation officer.

(4)The agency will have to start the work as per the instructions of the Ahmedabad Municipal

Corporation officer from the next day. Otherwise, if the work is started late, a penalty of Rs.500/

day will be imposed.

(5)If the agency is asked by the Amdavad Municipal Corporation officer to execute any additional

work other than the schedule, the additional work will have to be done by another labor gang as per

(6)If the quantity of work to be done as per the schedule is high, the work will have to be done at all

locations simultaneously with different gangs.

(7)During festivals like Holi, Raksha Bandhan, Janmashtami and Diwali, at least one labor gang will

have to be kept available.

Contractor’s Sign Add.City Engineer (West Zone)

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg

ftuLx[[tfxhu y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s

ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ,

ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh

mh¾gwjh,lk -17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve

<&t yvd{uzuNl Ve ylu btv œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu

JvhtNlt ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb

vwhwk fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule

søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk

xuLzh mt&u hsw fhJtlwk hnuNu.

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu

ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu

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

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

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

ylu mwaltytu vK ft¤SvwJof JtkkaJt rJlkk<e Au.

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

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

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

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

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

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

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

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

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

9: rJmkkdr< ylu rnmtc stud:

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

fhJtbtkk ytJNu.

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

htFJtbtkk ytJNu.

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

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

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

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

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

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

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

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

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

ftgoJtne fhJtbtk ytJNu.

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< fhJtbt ytJNu.

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

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

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

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 site.

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

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

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

his own arrangement for water required for the work.

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

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

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

Add. City Engg. shall remain final regarding rate.

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

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

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

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

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

have to prepare the measures boxes according to this measure.

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

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

framed the to under.

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

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

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

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

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

earnest money and black list the contractor.

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

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

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

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

of demand draft

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

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.

(a) central verge -kerb stone

(b) Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all lead

(c) Demolition and disposal of unserviceable materials with all lead and

lift.(i) Lime concrete.

(d) Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

(e) Demolition including stacking of serviceable materilas and disposal of

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

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 1(a) for a unit of one sq. meater, The rate shall be 1(b),1(c),1(d) for a unit of

Extra rate over item of excavation of earth for excavation of asphalt pavement

/ RCC of thickness up to 0.20 meter including demolishing the asphalt

carpet, metal,s oiling/cutting Reinforcement etc.comp. with stacking the

material as directed. ( Based on Previously approved rate by C E sir )

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

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

including cost of operator, fuel & transportation etc complete.

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

including cost of operator, fuel & transportation etc complete.

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

Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to avoid accident & for smooth

traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting arrangement through

out the work with necessary required arrangement. ..The same shall be

removed after completion of work. (Only for break down work from start to

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item

etc. complete and maintain till completion of the work and as directed by engineer in charge.

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-

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

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 not.

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

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

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.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item

etc. complete and maintain till completion of the work and as directed by engineer in charge.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage

sludge, excavated rock, fly ash, aggregates of any kind executed outside the

road site. Rate also includes spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site is not payable.

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.

Watering of Earth as Directed. SOR 23-24 IT NO

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in

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

(a) Production & Supply of WMM

(b) Laying of WMM

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.).

The measurement shall be for a unit of Cmt basis.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing

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

C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed. (Based on Drainage SOR 2009-10)

Road Resurface zonal tender approved rate 2022-23

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

(b) up to 0.35 mt. (@ four Coarse)

(c) up to 0.65 mt. (@ Seven Coarse)

(d) up to 0.90 mt. (@ Ten 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 directed

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in

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

(Based on rate of central store circular 01/2021-22, Dt. 13-08-21)

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

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in

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

(Based on rate of central store circular 01/2021-22, Dt. 13-08-21)

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

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As directed by engineer in charge .

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for

Central Verge in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc.

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

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

and level on 5 cm thick sand bedding with necessary equipments and

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

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

with Bituminous concrete mixed in proper position as directed by Engineer in

change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

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

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast

exposed / Fair finish / texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing.

Kerb shall be fixed as paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb stone joint. (Sample

must be approved) Cost of excavation, cutting , base , side filling shall includes

as directed engineer - incharge in above item description as per BOQ

(a) 450 hight x 600x 150 mm high median kerb.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in No. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast

exposed / Fair finish / texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius

kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing.

Kerb shall be fixed as paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb stone joint. (Sample

must be approved) Cost of excavation, cutting , base , side filling shall includes

as directed engineer - incharge in above item description as per BOQ

(b) 380 x 600 x 150 mm high Footpath kerb.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length, 30cm height and 15cm thick of M200

grade concret as per approved design and including excavation for

fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

SOR 23-24 IT NO 14023A

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Supplying and fixing for central verge 230 mm L x 235 mm Width x

mm H Supplying & Fixing 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 charge

to form a portable mixture.In any case gravel or such type of materials

shall not be allowed for production.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

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

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

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

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

specification enclosed.

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 also.

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

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 cement.

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

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

50000 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

Paver Block Providing and laying shot blasted Non - interlocking, Paver

blocks of specified thickness, size, grade of concrete and colour

machine made and blasting by automatic shot blasting machine and

high density of as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as mentioned in

the drawing. Including providing and laying 50 mm thick averave bedding

layer of coarse sand below paver block as per required grading and

specification. Laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same specification shall be

used at residue or at end. It should be laid in such a way that the no

cutting of the paver block to be necessary. If cutting of paver block

shall be required, than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have coarse

sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and paid without any wastage.

(A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

1. Work shall be carried out as directed by engineer in charge.

2 The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Labour work of fixing Kerb any design of central verge, (both side)

footpath kerb, items includes necessary excavation, asphalt cutting of

any thickness, erecting in line and position and pointing with cement mortar

(1:3), watering, etc complete, filling with zari along the side of the kurb,

the kurb stone fix prepared with bitumnious top surface, as directed by

engineer in charge.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand

: 10- graded brick bat aggregates 40mm nominal size) and curing

SOR 23-24 IT NO 05006A

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 2 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.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

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

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 2 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.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Painting Two Coats on divider and footpath curb surface / New Concrete

Surface ( Painting two coats after filling the surface with synthetic enamel

paint in all shades on new plastered concrete surfaces)

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

specified in the drawings or as directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

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

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

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

and surface of paint in open or partially open containers covered with a thin layer of turpentine to

prevent formation of skin. The materials which have become stale or flat due to improper and long

storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into small

containers. While applying also the paint shall be continuously stirred in smaller container. No left over

paint shall be put back into stock tins. When not in use, the containers shall be kept properly closed.

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

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

thoroughly removed before painting is started. No painting on exterior or other exposed parts of the

work shall be carried out in wet, damp of otherwise unfavorable weather and all the surfaces shall be

thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of

particular paint. The paint shall be applied evenly and smoothly by means of crossing and laying off.

The crossing and laying off consists of covering the area over with paint, brushing the surface hard for

the first time over and then brushing alternately in opposite directions two or three times and then

finally brushing lightly in direction at right angles to the same.

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

and laying off will constitute one coat.

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

loose particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be

got approved from Engineer-in-charge before next coat is started.

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

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

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

Approved best quality brushes shall be used.

Mode of measurements & payment :

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

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

unless otherwise stated hereinafter :

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

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

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

for painting to beadings, mouldings, edges, jambs, soffits, etc. of such opening.

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

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

The rate shall be for a unit of one SMT.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

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

bending,binding and placing in position complete upto floor two

level SOR 23-24 IT NO :05014C

Reinforcement shall conform to M-17.

1.2 Binding Wire shall conform to M-18.

CPWD Technical specifications clause no. 5.3.1 and 5.3.2 is to be followed.

The type of reinforcement shall be as per the item description. The contractor shall submit the test

certificate from steel manufacturer as and when required. The test results shall be verified, if required in

any reputed laboratory.

Bar bending schedule shall be made by the contractor before starting the work. The payment shall be

done based on quantity worked out in bar bending schedule. The bar bending schedule shall be prepared

All the reinforcement bars shall be accurately placed in exact position shown on the drawings and shall

be securely held in position with 18 guage MS binding wire as approved by Engineer-in charge. The

rebars shall be placed with stay blocks or metal chair spacers, metal hangers, supporting wires or other

approved devices at sufficiently close intervals. Bars shall not be allowed to sag between supports nor

displaced during concreting or any other operations of the work. All devices used for positioning shall

be of non-corrodible material. Wooden and metal supports shall not extend to the surface of concrete,

except where shown on drawing. Placing bars on layers of freshly laid concrete as the work progresses

for adjusting bar spacing shall not allowed. Pieces of broken stone or brick and wooden blocks shall not

be used. Layers of bars shall be separated by spacer bars at 1m c/c , Precast cover blocks in cement

mortar 1:2 ( 1cement : 2 coarse sand) about 4 X 4 cm square section or 4 cm dia round section or PVC

cover blocks shall be used to maintain the cover of the concrete members as directed by Engineer In

charge or Architect. Reinforcement after being placed in position shall be maintained in a clean

condition until completely embedded in concrete. Special care shall be exercised to prevent any

displacement of reinforcement in concrete already placed. To prevent reinforcement from corrosion,

concrete cover shall be provided as indicated on drawing. All the bars projecting from concrete and to

which other bars are to be spliced and which are likely to be exposed for a period exceeding 10 days

shall be protected by a thick coat of neat cement grout.

Bars crossing each other where required shall be secured by 18 gauge GI binding wires (annealed) of size

not less than 1 mm., in such manner than they do not slip over each other at the time of fixing and

As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars shall

be done as directed. Where directed and practicable overlapping bars shall not touch each other,

but be kept apart by 25 mm. or 1.25 times the maximum size of the coarse aggregate, whichever is

greater by concrete between them. Where not feasible, overlapping bars shall be bound with

annealed wires not less than 1 mm. thick, twisted tight. The overlaps shall be staggered for

different bars and located at points along the span where neither shear nor bending movement is

maximum in beam and slab.

Whenever indicated on the drawings or desired by the Architect and Engineer-in-charge, bars shall be

joined by couplings which shall have a cross section sufficient to transmit the full stresses of bars.

The ends of the bars that are joined by coupling shall be upset for sufficient length so that the

effective cross sectional the base of threads is not less than normal cross section of the bar. Threads

shall be standard threads. Steel coupling shall conform to IS :

When permitted or specified on the drawings, joints of reinforcement bars shall be welded with

appropriate welding rod as per the instructions given by Structural Engineer. The type of welding,

size of fillet etc shall be as approved by Structural Engineer. Welded joints shall preferably be

located at points when steel will not be subject to more than 75 % of the maximum permissible

stresses and welds so staggered that any one section not more than 20 % of the rods are welded.

Only electric are welding using a process which excludes air from the molten metal and conforms

to any or all other special provisions for the work shall be accepted. Suitable means shall be

provided for holding bars securely in position during welding. It shall be ensured that no voids are

left in welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned

properly. Ends of the bars shall be cleaned of all loose scale, rust, grease paint and other foreign

matter before welding. Only competent welders shall be employed on the work. The M.S

electrodes used for welding shall conform to IS: 814. Welded pieces of reinforcement shall be

tested. Specimen shall be taken from the actual site and their number and frequency of test shallbe

as directed. Welding shall be done by electric arc process as per IS : 816 and IS :

At the time of concreting, a bar fitter shall remain at site to keep the reinforcement in position.

Rolling margin shall be checked for each lot of steel received at site. This rolling margin shall be

considered for reconciliation of steel at the end of the project or after the end of each month as per

the decision of engineer -in charge.

Mode of Measurement and Payment

Reinforcement shall be measured in length including overlaps, separately for different diameters as

actually used in the work. Where welding or coupling is resorted to in place of lap joints, such

joints shall be measured for payment as equivalent length of overlap as per design requirement.

From the length so measured, the weight of reinforcement shall be calculated in tones by using

standard IS co-efficient. Length shall include hooks at the ends. The wastage of steel and binding

wires shall not be measured and paid extra. The rolling margin of steel shall not be paid extra.

The rate for reinforcement shall include the cost of labour and material required for all operations

described above like cleaning of reinforcement bars, straightening, cutting, hooking, bending,

binding, welding placing in position etc. as per the drawing or directed by the Architect or

engineer- in-charge Rate shall also include the cost of GI binding wires of 16 to 18 gauge, devices

like chairs, pins, spacer bars, cover blocks of PVC or cement mortar etc. for keeping reinforcement

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in KG.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Providing and Casting in situ ordinary cement concrete M200 for

R.C.C. Raft and cutt off walls including necessary shuttering laying,

vibrating, ramming and curing complete.(B) Walls, fom top of foundation level

upto floor two level (upto 10ton).

SOR 23-24 IT NO :27014A

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

Labour work for fixing interlocking blocks / any kind of pavement on up

to 50 mm th sand bedding, levelling, watering and fixing in line & level as

well cleaning the site etc.comp. as directed.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

Paver Block Providing and laying, Dished Channel specified thickness, size,

grade of concrete and colour machine made and blasting by automatic shot

blasting machine and high density of as per approved sample of approved

make for suite drain besides paking area and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick average bedding

layer of coarse sand below dished channel as per required grading and

specification. Laid dished channel shall be mechanically compacted.

The work of the dished channel shall be executed in line and level by skilled

mason. Small size of dished channel with same specification shall be used

at residue or at end. If cutting of dished channel shall be required , than cut

by machine only and laying to be done by skilled flooring mason. Actual

laid area shall be measured and paid without any wastage.

(A) 600 mm X 300 mm X 100 mm thick M-25 grade Grey dished curved

channel Make VYARA or Equivalent

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

Supply and installation of concrete bollard of size 300mm diameter x

900mm height, constructed using M-30 concrete and 4nos 8mm dia MS

Fe500 reinforcement through the section as directed by EIC including

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in NO. basis.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

Applying priming coat over new steel and any other surface after and including

preparing the surface by throughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fne steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this

item etc. complete and maintain till completion of the work and as directed by engineer in charge

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road, Air

fields and like in two coats with road road marking paint , brushing including

cleaning the surface of all dirt, dust and other foreign matter.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute

this item etc. complete and maintain till completion of the work and as directed by engineer in charge

Contractor’s Signature Add. City Engineer