Providing and laying Stroam water Drainage line And upgradation & Maintensnce work And Existing Catchpit Repairing And New Catchpit Construction at swastik cross road , stadium cross road ,Nehru nagar ,bhudarpura gam,jiva ji na chapra ,rajiv nagar & and other different places in Navrangpura ward in West Zone (ARC)

Excavation for pipe line trenches for water

supply, sewerage lne, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

1 using site rails and stacking excavated stuff

including up to all required lead cleaning the

site etc. complete for all lifts and strata as

specified.(GWSSB SOR 2022-23 Item No.1

Page No.32)

A 250.00 Upto 1.50 mt depth Cmt

B 100.00 1.5 mt to 3 mt depth Cmt

C 50.00 3.00 mt to 4.50 mt depth 103.00 Cmt

D 25.00 4.50 mt to 6.00 mt depth Cmt

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,metal,soiling

/cutting reinforcement etc.comp. with stacking

the material as directed. (based on previously

approved rate by CE sir SOR 2015-16

A 25.00 up to 0.20 meter thickness (By Manual) Smt

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost 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 etc

complete.

Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus

3 stuff as directed within a radius of 3 km.

(GWSSB SOR 2022-23 Item No.14 Page

A 75.00 Refilling as directed 22.00 Cmt

B 25.00 including all lead Cmt

Conveyance charge of earth,lime,murrum,

building rubbish,manual garbage,sludge

4 200.00 ,excavated rock,fly ash, aggregate of any kind 125.33 Cmt

etc. comp. up to 5Km. lead (Based on Building

SOR 2015-16, P-589 - Item code- 3.2.1)

Providing and supplying ISI Standard RCC

pipes (of sulphate resisting Cement )in

standard lengths of following class and

diameter suitable for rubber ring joints (socket

and spigot) including all taxes,insurance,

5 transportation,treight charges,octroi,inspection

charges, loading,unloading, conveyance to

departmental stores, stacking etc. complete

(GWSSB SOR 2022-23 10.1.D Page No.15)

Class NP3 Test pressure 0.7 Kg/Sq.Cm

A 400.00 300 mm dia 755.00 Rmt

B 400.00 450 mm dia 1361.00 Rmt

C 350.00 600 mm dia 1946.00 Rmt

Lowering, laying and jointing R.C.C. pipes in

C.M.1:1 1/2 of following diameters in proper

position , grade and alignment at all level as

directed by Engineer-in- charge including

6 conveyance from stone to site of work, labour

giving hydraulic testing as per ISI code.

(GWSSB SOR 2022-23 11.2 Page No.39)

A 400.00 300 mm dia

B 400.00 450 mm dia

C 350.00 600 mm dia

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling,

brick bats cement concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft)

in CM 1:3, finishing with cement slurry, P/F

mm dia M.S.Steel HDPE coated steps 35 cm

c/c at 35 cm staggered in masonary CM 1:5,

RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

including Cantering & reinforcement (double

jalli at 15 C.M. c/c bothway 12 mm dia.) but

excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter

(Inside Clear, M.H. length should be parallel to

the flow, for pipe dia <= 800 mm) (Based on

Drainage SOR 2009-10)

1.00 to 2.00 meter depth, (Slab at Ground

level)

2.00 to 3.00 meter depth, (Slab at below

B 5.00 mt. From G.L.) No

3.00 to 4.00 meter depth, (Slab at below

C 3.00 mt. From G.L.) No

5.00 to 6.00 meter depth, (Slab at below

D 2.00 mt. From G.L.) No

7.00 to 8.00 meter depth, (Slab at below

E 2..00 mt. From G.L.) No

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick

brick maso. wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed. (As per R.A.

Based on Building SOR 2015-16)

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc.

comp. As directed by engineer in charge.

(Based on Central Store Rate)

Making connection to the ex. M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

10 convenient time. All damaged work shall be

well repaired as per instructions.

etc..complete. (Based on Drainage SOR 2009-

a 5.00 a. 150 mm to 300 mm dia. 1339.28 No

b 2.00 b. 400 mm to 600 mm dia. 2232.14 No

Cutting the pipes of following dia coming in the

new M.H.in running sewer including cutting

bars, including removing debris /silt from the

M.H. and carting at a suitable distance

11 etc..complete as directed. No payment for M.H.

work will be made until pipe is not cut

completely in all respect. (Based on Drainage

150 mm to 300 mm dia.

400 mm to 600 mm dia.

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

12 and existing MH sheet cover, removing the

debris from MH and carting the same as

directed. (Based on Drainage SOR 2009-10)

a 5.00 (A) up to 0.15 mt. (@ Two Coarse) No

b 5.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No

c 5.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No

d 5.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2160.71 No

RCC Precast M.H.Frame & Cover Manufacture

, supply & Delivery at store or at side of work

Precast RCC M200 Frame & Cover Suitable to

13 drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S.

Angles or Flat , cutting mold work etc.(GWSSB

SOR 2022-23 10.4 Page No.16)

a. Heavy Duty

1 15.00 Frame Suitable for 50 Cm opening of MH 1255.00 No.

2 15.00 Cover Suitable for 50Cm Opening Of MH No

b. Light Duty

Frame Suitable for 50 Cm opening of MH

2 15.00 Cover Suitable for 50Cm Opening Of MH No

Brickwork using common burnt clay building

bricks having crushing strength notless than

35kg./Sq.Cm. in foundation and plinth in

14 100.00 Cement Mortar 1:5 (1-Cement:5-finesand) 2576.16 Cmt

(B) Conventional (Item Code: 06001BA, Item

No. 6.12 Building works, Ahmedabad City

Providing and laying cement concrete

work 1:2:4 (1- Cement:2-Coarsesand:4-

graded stone aggregates 20mm nominal

size) and curing complete excluding cost

15 15.00 of formwork and rein for cement for reinforced 3236.16 Cmt

concrete work in (A)Foundations,footings,Base

or columns and Mass concrete (upto 10 ton)

(Based on Building SOR 20015-16)

Providing Dead Cantering using good quality

Country Wood Planks, wall Plate of required

thickness and size including placing the

nece. supports of reqd. size, nailing, fixing

16 20.00 with mortar, levelling. All specification for 312.50 smt

dead centring as per standard engg. practice

etc. comp. as directed.

Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor two

level and finished even and smooth in (i)

17 35.00 Cement mortar 1:3 (1- cement:3-sand) 132.47 smt

finishing with a floating coat of neat cement

(I.No.17.6 + 17.69 R & B SOR 2021-22)

Providing & Supplying Hitachi Machine -200

capacity on rental basis in case of emergency

situation and break down type work & also

19 10.00 during unavoidable condition as per instruction 2410.71 hr

of engg.incharge , rate includes all nece.

shifting,fuel and operating

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg.incharge,

rate includes all nece. shifting, fuel and

operating charges and stacking of useful &

21 20.00 non-useful materials separately up to store. 535.71 Hour

(No payment should be allowed for non

working condition of machinery and for pipe

line excavation and laying work) (Based on

Previously approved rate by CE sir )

Supplying electric breaker machine for RCC

slab or asphalt demolishing work on site by

using operator, fuel, power supply etc.complete

as directed. (no payment should be allowed for

22 20.00 non working condition of machinery and for 1071.42 Shift

pipe line excavation and M.H. work. Allowed

only for break down work) (Based on

Previously approved rate by CE sir )

Providing and installation of barricading with retro-

reflective paint/ film/ tapes (Minimum 3.0Mt. height) as

specified in the drawing & specifications for the construction

of road work, along with necessary diversion arrangement for

existing traffic movement in an unobstructed condition, all

relevant markings, sign boards and illumination as per

relevant MORT&H specification. Precoated galvanised iron

profile sheets shall be of approved make and shade having

0.50 mm (+0.05 %) total coated thickness with zinc coating

120 grams per sqm as per IS: 277, in 550 mpa steel

grade, 5-7 microns epoxy primer on both side of the sheet

and polyester top coat 15-18 microns. Rate to be inclusive of

all materials, fabrication works, paint works for information

(retro reflective paint), foundation works, transportation,

loading, unloading, installation, dismantling and inclusive of

all taxes and including the same design for providing

openable gates. No extra rental will be given to the contractor

in case of any delays from his part for construction or due to

any valid time limit extensions. Each barricading sheet is to

be numbered with a unique number. The barricading

provided shall be retained in position at site continuously i/c

shifting of barricading from one location to another location

as many times as required during the execution of the entire

work till its completion. Rate include its maintenance for

damages, painting, all incidentals, labour materials,

equipments and works required to execute the job. The

barricading shall not be removed without prior approval of

Engineerin- Charge. (Note :- One time payment shall be

made for providing barricading from start of work till

completion of work i/c shifting. The barricading provided

shall remain to be the property of the contractor on

completion of the work). Blinkers are to be installed on the

barricading and rate for blinkers will be payable as per

relevant item.

Barricading is to be cleaned by means of

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be

24 10.00 allowed for non working condition of machinery 535.71 Hr

and for pipe line excavation and M.H. work.

Allowed only for break down work) (Based on

Previously approved rate by C E sir )

Hiring of tractor with trolley considering 8 Hrs.

25 25.00 as working day hours incl.Driver (Item no. 7, 2104.09 Day

Part-2 E, Misc., GWSSB SOR 2022-23)

Total Amount

Total Amount

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

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

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

Maintensnce work And Existing Catchpit Repairing And New Catchpit

Construction at swastik cross road , stadium cross road ,Nehru nagar

,bhudarpura gam,jiva ji na chapra ,rajiv nagar & and other different

places in Navrangpura ward in West Zone (ARC)

2 Time Limit 12 Months

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

4 Eligibility Criteria Register “E-1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.29,900 (D.D. / Pay Order / Local Micr Check/B.G. in favour of Municipal

Commissioner, Ahmedabad /) To be submitted as below. Demand Draft or Bank

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

per Latest AMC finance dept.circular).

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

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

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

8 Tender fees Rs.1500/-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.

date. 07-03-2026 & 12:00 pm

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

www.nprocure.com shall be down loaded from AS PER TENDER NOTICE

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

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

under any circumstances. date. 07-03-2026 &12:00 pm

12 Date of Opening As per Notice 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 date. 07-03-2026 &15:00

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

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

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

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

shall be rejected outright.

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 (As per Circular)

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

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

Contractor.

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 Addl City Engineer

(West Zone)

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

ANNEXURE –

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

(1) All Nationalized Banks

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

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

Bank Guarantee irrespective of the date of termination of Bank Guarantee. Guarantees issued

or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(1) RBL Bank

(2) Axis Bank

(3) ICICI Bank.

(4) HDFC Bank

(5) Kotak Mahindra Bank

(6) IndudInd bank

(7) DCB Bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

(West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the

Employer”) invites sealed Tender document from reputed and qualified bidders for the

construction of Works detailed in the Table below:-

No value of works Money Period

. (Rs.) Deposit

1 Providing and laying Stroam Rs. 29,89,317.75 Rs.29,900/- 12 Months

water Drainage line And

upgradation & Maintensnce

work And Existing Catchpit

Repairing And New Catchpit

Construction at swastik cross

road , stadium cross road ,Nehru

nagar ,bhudarpura gam,jiva ji na

chapra ,rajiv nagar & and other

different places in Navrangpura

ward in West Zone (ARC)

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

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

3. Tender (a complete set of bidding document) fee shall be Rs. 1500.00 in the form of

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

COMMISSIONER, Ahmedabad, payable at Ahmedabad, which shall be non

refundable.

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

the Works in the above Table payable at Ahmedabad and drawn in favour of

MUNICIPAL COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest

Money Deposit will have to be specified in Clause 2 of Financial Condition.

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

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

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

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

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

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013. in the presence

of bidders or their representatives who choose to attend. In the event of the specified

date of bid submission/opening being declared a holiday for the Employer, the bids

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

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

separate envelope (marked as “original” and other marked as “Duplicate”) in schedule time by

RPAD/ Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as

 Tender Document

 Tender fee

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

responsibility for the misplacement or premature opening of the bid.

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

initialed by the bidder.

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

2. Assessment of Submission

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

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

and other enclosures then announce the names of bidders in the presence of bidders or

their representatives who choose to attend on the date and time mentioned in the NIT In

the event of specified date of bid opening being declared as a holiday for the Employer,

the Tender will be opened at the appointed time and location on the next working day.

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

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

the amount and validity of EMD furnished with each bid, is valid registration and such

other details, as the Employer may consider appropriate.

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

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

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

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

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

accompanied with valid EMD will be taken up for further evaluation. In case, the Bank

does not confirm the EMD, the bid shall be rejected as non-responsive and no further

evaluation carried out.

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

properly signed, meets the eligibility and qualification criteria, has the required available

bid capacity, is accompanied by the requisite certificates, undertaking and other relevant

information specified in the bid documents and is substantially responsive to the

requirement of the bidding documents and provides any clarification for ascertaining the

correctness of the information/details.

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

and will not subsequently be made responsive by correction or modification or withdrawal

of the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

determined to be substantially responsive in accordance with Clause 2 and qualified for

award of Contract in accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

qualify the criteria then bidder bid will be considered for opening of price bid.

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

substantially responsive to the bidding documents and who has offered the lowest

Evaluated Bid Price, provided that such bidder has been determined to be (i) eligible in

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

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

6. Notification of Award

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

will notify the successful bidder by cable/fax and confirmed by registered letter that his

bid has been accepted. This letter shall name the sum which the Employer will pay the

Contractor in consideration of the execution, completion and maintenance of the Works by

the Contractor as prescribed by the Contract.

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

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

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

work order.

8. Clarification of Bids

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

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

furnished by him in his bid. Such request by the Employer and the response by bidder shall

be in writing or by cable/fax.

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

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

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

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

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

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

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

bidder has been announced. Any effort by a bidder to influence the Employer's processing

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

10. Site Visit

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

CORPORATION.

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

 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

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

as the Employer shall reasonably request.Subject to Submition of Succsesful Submition as per

Clause –II of R.&B.

4. Eligible Material, Equipment and Services

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

may be required to provide evidence of the origin of materials, equipment, and services to the

satisfaction of the Employer.

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

grown, produced or manufactured; similarly for equipments and from where the services are

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

bidder; and

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.

 Affidavit.

Authorised Signeture Bidder

5.3 Disqualification

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

any of the following reasons:

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

included in document.

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

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

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

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

5.4 Debarment/Black listing

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

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

the Employer.

6. One Bid per Bidder

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

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

contract package will be disqualified.

7. Bidding Documents

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

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

Pursuant to Clause 16, bids which are not substantially responsive to the requirements of the

bidding documents will be rejected.

8. Language of Bid

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

bidder and the Employer shall be written in the English language. Supporting documents and

printed literature furnished by the bidder may be in another language provided they are

accompanied by an accurate translation of the relevant passages in the English language, in

which case, for purposes of interpretation of the bid, the English translation shall prevail.

9. Bid Prices

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

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.

13. Late Bids

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

unopened to the bidder.

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.

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 competition.

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

contract without assigning any reason thereof.

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

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

liable for disqualification / rejection at any stage.

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

If the Tender volume is submitted without valid documents and without proof of eligibility

criteria it will be rejected.

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

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

respect or are conditional tenders, will be rejected.

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

Laws.(the existing laws as well as framed from time to time). Any penalties laid due to

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

Necessary florescent marking on traffic signs to be provided so that it should be visible at

night. During night working hours safety in charge personnel shall be provided with

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

with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

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

connection or new connection on behalf of AMC. It includes filling the necessary

application to power Supply Company, follow up and getting the supply, filling the

necessary test reports to the power supply company. All official fees including security

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

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

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

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

20 :- CONTINGENT FEE:

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

contract upon any agreement for a commission, percentage, brokerage or contingent

fee. Breach of this warranty shall give the Municipal Commissioner the right to cancel

the contract or to take any other measure as the Municipal Commissioner may deem fit.

The warranty does not apply to commissions payable by the contractor to establish

commercial or selling agent for the purpose of securing business.

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

this contract or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

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

of or under this Contract against the contractor the same may be deducted by the

Municipal Corporation from any sum then due or which at any time thereafter may

become due to the contractor under this contract and failing that under any other contract

with the Municipal Corporation or from any sum due to the contractor with the Municipal

Corporation (which may be available with Municipal Corporation), or from his retention

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

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

all supporting vouchers, abstracts, etc.

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

payment when detected not withstanding the fact that the amount of the final bill may be

included by the Contractor.

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

respect of any work done by the Contractor or alleged to have been done by him under

the contract, it shall be recovered by the Municipal Corporation from the contractor by

way of all the means prescribed above or if any under payment is discovered by the

Municipal Corporation, any amount due to the contractor under this contract or under

payment may be adjusted against any amount then due or which may at any time

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

Municipal Corporation on any other contract account whatsoever.

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

become liable and which is chargeable to the contractor, the owner shall have the right to

retain out of any payment then due or thereafter to become due an amount sufficient to

completely indemnify the owner against such lien or claim or if such lien or claim be

valid the owner may be or become due and payable to the contractor. If any lien or

claims remaining, unsettled after all payments are made, the contractor shall refund or

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

lien or claim including all cost and reasonable expenses.

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

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

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

form the part of the contract documents. The full consideration shall be given to such

addendum or corrigendum before submission of tender duly filled in by the contractor.

Therefore, the contractors shall have to kindly refer the tender for such addendum or

corrigendum published by AMC through its website www.amc.nprocure.com &

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

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

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

shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

shall be valid for 28 days beyond the validity of the bid.

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

as promptly as Early as possible as but not later than 28 days after the expiration of the period

of bid validity.

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

returned when the bidder has furnished the required performance security and signed the

agreement.

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

successful bidder shall deliver to the Employer, a Initial Security Deposit Shall be

submitted as per C.E. Circular.in the form of a Bank Guarantee/ DD/Locle MICR

cheque for an amount equivalent to 5% (five percent) of the Contract Price .

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

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

period and discontinuity period.

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

guarantee as per format shall be issued as per Memorendum of work.

(E) Retention :-

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

released along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

for the same.

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

limit. & As per AMC Rule

9. Tax, Duties on Materials

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

(exculding GST) etc. on material procurement or any other component for the works from

any source shall be borne by the contractors.

Special Clause:

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

amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

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

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

with tender document. Tenderer who was not registred in AMC must be get registred in panel

of approved AMC contractor.

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

Resources Department with the correction slips made up to 15-08-1999 may be referred. (only

English version) Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s

M.C.circular no.- 9 dt. 18/05/2012.

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

"approved" by the Engineering in charge.

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

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

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

absence of specific mention for a particulars point / aspect, the same in the relevant Indian

Standards shall be referred to.

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

nearest to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

thickness shall be followed.

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

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

relevant Indian Standard) shall be taken to engrave the safety of men, materials and machinery

on the work and also of the work itself.

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

the quantum of actual work for which no any claim shall be entertained by A.M.C.

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

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

items to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

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

on the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

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

of sanctioned tender and resolution.Within 10 days contractor has to submit SD and after

reciveing SD Work order shall be issue to contractor and the time limit shall be start from the

date of issue of the written work order to the contractor.

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

sanctioned tender and resolution .Within 15 days contractor has to submit SD and after

reciveing SD work order shall be issue to contractor and the time limit shall be start from the

date of issue of the written work order to the contractor.

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

demand draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor

shall have to sign contract paper with AMC. The contractor shall be fined 4% of interest per

year for delay in submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation

given by M.C. Or His Designeted Officer will be final and binding to the Contractor.

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

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

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

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

Corporation. will be payable by the contractor.

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

shall be paid.

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

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

documents.

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

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

drinking, washing, sanitation and cleaning down. The contractor will be responsible for all the

costs where applicable of connection, meter installation, water consumed, water required for

testing purposes, disconnection and the laying, maintenances and ultimate removal of any

distribution system around the site.

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

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

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

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

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

Authorities.

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

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

diesel operating sets etc. as the case 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 provisions.

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

issued by Engineer in charge.

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

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

changes & thereby total amount of work increases/ decreases.

changes & thereby total amount of work increases/ decreases.

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

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

on the contractors.

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

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

scope of work. No any claim to that effect shall be entertained. The Municipal Commissioner

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

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

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

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

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

evaluation of situation the actual date of starting of work will be consider after approval of

Dy.M.C. (West zone)

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

scope of work.

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

work done by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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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.

1c :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule

mkvwKo sJtcsthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb shBgtl bswhtu fu sl<tlt ftuR

btKmlt òlbtj lu lwfNtl &tg <ule sJtcsthe ftuLx[tfxhle hnuNu.vtujem Vhegts &tg <tu <ule sJtcsthe vK

ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcsthe vK vtujem Vhegtsbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu

<u btxu mjtb<elt vdjt (suJt fu stuhzwkkkkkk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh

bsqhlu Ftztbtkkkkkkkkkkkkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtsbt sJtcsth hnuNu ylu Bgwrl.ftuvtuho N

u lltu ftuRvK MxtV

ytlt btxu sJtcsth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk . Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt sNtoJuj 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< rsl 1btk vh< jR sJtltu hnuNu.

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

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

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

ytvJtle hnuNu.

21: ftuRvK ftgstfeg jexeduNl ybstJts 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

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

24: yt xuLzhbtkkkk 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 shBgtl «tuxufNlle mkvwKo sJtcsthe ftuLx[[tfxhle hnuNu. subtkk vevzt,stuhzt, Cgmwaf ctuzo,ÃjtMxef

vxe,rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwkk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcsthe

ftuLx[tfxhle hnuNu.

2c: M&¤ Wvh atjw ftbdehe shBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt

rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcsthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt shhtus fhuj ftbdehe <&t

yr^ftheytuyu ftb mw^thJt fu vtu{d{um J^thJtlt ltukk^ fhuj ntug <tu <ulwkk 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

28: shuf ytRxblt MvuNeVefuNl ybstJts 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 shhtus 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

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

30 mÃxuBch Mþ^eltu dKJtbtk ytJNu. yt mbg shBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u

mbgdt¤tu cts fhe ftble mbgbgtost dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk

31: ftuLx[tfxhu «J<obtl ybstJts 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) nwkkk/ybu yt&e yufhth fhwkk Awkk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk bukk/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) nwkkk/ybu yt&e yufhth fhwkk Awkk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t

sM<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.

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

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)

Mobile No.:-

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS ITEMS REQUIRED DURING EXECUTION OF DRAINAGE LINE

Item No. Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including

1 sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead

loose or soft soil, girding, lighting, fencing the trenches', and pits. (depth measured from

GL). Etc.comp.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary, concrete

and asphalt road paving work etc. Root of trees met with during excavation shall be stacked at lead of 4’

away from the trenches as per instruction so that it may not damage the sides of excavated trenches. The

sides of trenches shall be vertical and bottom shall be uniformly leveled. The excavated earth shall be

stacked at any place or places shown within 50 mtr. as directed. After completion of the work the site

shall be well dressed and cleared of all rubbish so that it may give decent appearance. Contractor shall

arrange for all materials required for lining out and shall care to preserve the level pegs given. He shall

have to arrange for shorting at his own cost if the soil is found to be loose and sandy. He shall have to

arrange for sorting out brickbats or any serviceable materials found during excavation and shall have to

stock. Nothing extra shall be paid for this. He shall have to cart the excavated soil to site shown within

mtr. If so ordered by officer in charge of this work. No old brickbats recovered from excavation shall be

allowed to be used by the contractor in the work. The depth of foundation will be as per drawing.

Contractor should arrange for safely measures so that there is no danger of falling any men or animal in

the excavated portion, otherwise he will be held responsible for the compensation to be paid as the case

may be. He should also arrange for red lamp at night times. The contractor should not damage any of the

municipal property, water lines, electric cables etc. at the time of excavation. Water lines, electric cables

etc. coming in the way will be shifted by corporation but he should see that no damage is done for gross

negligence on his part, otherwise such damages will be recovered from him. Excavated stuff will be

stacked at the site shown or will be carted by the contractor immediately as per the other item of this

tender. Instructions of C.E. or his representative will be strictly followed. Measurement shall be given on

Cmt. basis.

Excavation for foundation up to (a) Up to 0 to 2.0 Mt (b) from 2.0 to 3.0 mt depth (c) from 3.0 to

5.0 mt depth (d) above 5.0 mt depth including sorting out and stacking of useful materials and disposal of

the excavated stuff up to 50 mt. lead.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary, concrete

and asphalt road paving work etc. Root of trees met with during excavation shall be stacked at lead of 4’

away from the trenches as per instruction so that it may not damage the sides of excavated trenches. The

sides of trenches shall be vertical and bottom shall be uniformly leveled. The excavated earth shall be

stacked at any place or places shown within 50 mtr. as directed. After completion of the work the site

shall be well dressed and cleared of all rubbish so that it may give decent appearance. Contractor shall

arrange for all materials required for lining out and shall care to preserve the level pegs given. He shall

have to arrange for shorting at his own cost if the soil is found to be loose and sandy. He shall have to

arrange for sorting out brickbats or any serviceable materials found during excavation and shall have to

stock. Nothing extra shall be paid for this. He shall have to cart the excavated soil to site shown within

mtr. If so ordered by officer in charge of this work. No old brickbats recovered from excavation shall be

allowed to be used by the contractor in the work. The depth of foundation will be as per drawing.

Contractor should arrange for safely measures so that there is no danger of falling any men or animal in

the excavated portion, otherwise he will be held responsible for the compensation to be paid as the case

may be. He should also arrange for red lamp at night times. The contractor should not damage any of the

municipal property, water lines, electric cables etc. at the time of excavation. Water lines, electric cables

etc. coming in the way will be shifted by corporation but he should see that no damage is done for gross

negligence on his part, otherwise such damages will be recovered from him. Excavated stuff will be

stacked at the site shown or will be carted by the contractor immediately as per the other item of this

tender. Instructions of C.E. or his representative will be strictly followed.

Measurement shall be given on Cmt. basis.

Item No.2 (a) Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

of thickness

upto 0.20 meter including demolishing the asphalt carpet,metal,soiling/cutting

Reinforcement etc. comp. with stacking the material as directed.(app.rate)

(b) 0.20 meter to 0.30 meter (By Breaker Machine including cost of operator, fuel, &

transportaion etc complete.

(c) 0.30 meter & above (By Breaker Machine including cost of operator, fuel, &

transportaion etc complete.

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

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

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

in charge Asphalt, popada's spouls, metals etc shall be separately deposited in such

places as may be determined by the Engineer-in-charge. In case above materials not

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

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

C.E. shall be final and binding to the contractor.

The rate per sq. mt. in this item shall be paid extra addition to the rate for excavation Mode of

measurement: The rate shall be for a unit of Smt Basis.

Item No. Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal

3 of surplus stuff as directed within a radius of 3 km.

The rate per Cu.mt. in this item shall be paid Refilling the pipeline trencheds

: The rate shall be for a unit of Cmt Basis.

Item No. Conveyance charge of earth ,lime,murrum, building rubbish, manual garbage,sludge

4 ,excavated rock ,fly ash, aggregate of any kind etc. comp. Up to 5.0 Km. lead

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

5 km. 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 complied

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

Mode of measurement:-

The rate shall be for a unit of Cmt basis

5-6 Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling, transporting

pipes to work site, unloading lowering in trnch such as cementsand, hemp bitumen as

directed, incl. watering the trenches spreading and cartingaway of surplus.

Lowering, laying and jointing stone ware pipes of following diameters with cement joints

in C.M.1:1 proportion in proper position , grade and alignment at all level as directed by

Engineer-in- charge including conveyance from stone to site of work, Jointing material

A)…………do…….(b)10 cm dia line

B)………do ............. (c)15 cm dia line, 20cm line

C)……………do….(c)23 cm dia line

The pipe shall be of best quality stoneware pipes. The pipes shall be of approved quality make

and shall be brought on site after approval. (The pipes shall be laid in grade as per instruction.)Contractor

shall have to procure bills for standard pipes.

The joints shall be done in cement proportion 1:1 (1 part cement: 1 part sand) using spun yarn dipped in

hot asphalt and caulking tools. The hydraulic pressure test shall be given to the contractor for testing pipes

and jointing. No trenches shall be filled without the approval of the engineer in charge.

The rate of the pipe work are including of excavation and refilling. The excavation etc. shall be

done as follows:

Excavation: The sewer trench shall be excavated to the alignment and gradient shown on the plan and

section. In all sorts of soil including old masonary, asphalt roads and wet excavation.

The sewer excavation shall be commenced at the down stream end of the sewer and be

continued up to the gradient as directed. The trench shall not open more than 60 mts. in advance of the

completed sewer only when directed by the engineer in charge looking to the progress of the work in

obtaining the formation of the bottom of the trenches the usual methods of using sign rails and boning

roads shall be adopted during the whole of the process. The centre line of uniform height shall be carried

clearly on each rail. The depth of the excavation and invert of the sewer shall be checked by means of

boning road of approved length and also by straight edge. The bed of the trench shall be well rammed

before starting laying of sewer lines and cement concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable timbering of

shorting work looking to the nature of the soil near big or important structure, the sides of the trenches

shall be closely and securely timbered, if any settlement of the buildings in anticipated the timbering shall

be left in the ground. The various materials excavated shall be separately stacked so that in refilling that

may be relayed on the same order as before and least possible damage shall be done carpet on the public

roads and private properties. Surface covering consisting of asphalt carpet shall be kept on side and

preserved for reinstatement. The excavated earth shall not be heaped near the trenches so as to caused

unnecessary obstruction along the trenches during inspection trenches etc. shall be tunneled under only as

necessary. The side of the trenches shall be nearly vertical and plumb and red light shall be placed at each

end at intervals and instructions and further protected by rope fence. Necessary caution boards shall also

be created and as directed by the engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not be placed

nearer than three meters from the outer edge of the excavated trenches. The utmost shall have to be taken

in refilling the trenches so that no damage may be done no sewer, no lump shall be allowed to be put

around the sewer. The ramming of the filling shall be done and well watered.

The surplus earth shall be removed directed within 30 meters lead. The measurements of the

work shall be exact length and width of the trenches as specified or as per City Engineer instruction and

depth shall be measured vertical as per section up to invert or the pipeline. The City Engineer reserves the

right of extra excavation on either side if considers necessary for the safety of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all directed before any

concrete is in dia. In case the excavation is done deeper than required no filling shall be allowed to bring

the formation to proper level but contractor shall have to lay cement or lime concrete of filing or other

acceptable materials as directed by the City Engineer at contractor own cost so as to come to proper

formation. In case bad formations are met with the work shall have to be done as per instruction of City

Engineer. Necessary arrangements for watering trenches must be provided by contractor and without

proper watering trenches will not be allowed to be filed to further Contractor shall have to make

arrangement for access to invert of the sewer and for inspection of the work as ordered by the engineer. If

it is required to shift or after the alignment section of diameter of the pipe the contractor shall carry out

the altered work at the rates quoted by him for the original work for items and contractor shall not claim

any expenses due to the changes made.

In no case work shall be done at night or no Sundays & other holidays and during the recess time

except in and other holiday the case of bad grounds such as running sand where the work must be executed

vigorous day night without interruption when so ordered by the engineer. All existing water pipe storm

drains sewer line railway track, electric cables etc. which do not in the opinion of engineer required to be

changed in location shall be supported and protected from injury by the contractor. The contractor shall be

liable to pay all damages to water-pipe, drains electric and telephone cable and to private property during

the execution of this contract and the same will be recovered from the running bills or the deposit of work

change location of any existing sewers drains etc. not otherwise from in these specification the contractor

shall do the work of making such change and the work shall be paid for as extra work. All places utility

etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side stops done without prior approval of the engineer

in charge.

The excavation of trenches shall be done foot wider on each side of the pipe than the inside

diameter of the sewer in case of depth excavation exceeding 3 meters above invert, one feet wider

excavated on either side for the upper depth above 3 meters shall be allowed and paid for. Wherever

natural soil demands winder excavation the mentioned above the same shall be given after approval of

City Engineer. The rate for excavation for easy jointing and caulking nothing extra shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test practicable of the lines

are checked and approved of and order given by the Engineer in charge. The refilling shall be

accompanied by through watering for layers of 0.50 mtrs. Further refilling shall be done thereafter and

process should be repeated till trenches are completely refilled. Temping and ramming with rammers

shall have to be done at all place of

important work where ordered by Engineer in charge. After order to refill the trench is give the

trenches shall have to be refilled within 4 days with complete watering. If the contractor fails to do

watering satisfactory corporation shall get it done at the risk and cost of the contractor with or without

giving any notice and the expenses incurred in doing so recovered from the contractor either in cost or

from his payment through bills.

The rate shall be per meter basis.

The rate per Cmt. in this item shall be paid extra addition to the rate for excavation

Item No. Providing and supplying ISI Standard RCC pipes (of sulphate resisting Cement )in

7 standard lengths of following class and diameter suitable for rubber ring joints (socket

and spigot) including all taxes,insurance, transportation,treight charges,octroi,inspection

charges, loading,unloading, conveyance to departmental stores, stacking etc. complete

Class NP3 Test pressure 0.7 Kg/Sq.Cm

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameters in proper

position , grade and alignment at all level as directed by Engineer-in- charge including

conveyance from stone to site of work, labour giving hydraulic testing as per ISI code.

(a) 300 mm internal diameter B) 450 Mm Internal Diameter (C)500 Mm Internal

Diameter, (D)600 Mm Internal Diameter (E)900 Mm Internal Diameter (F) 1000 Mm Internal

Diameter (G)1200 Mm Internal Diameter

The RCC pipes shall be procured as per ISS for B Class type specifications using best materials, first class

workmanship as per IS 458/1971 of NP2 / NP3 class as per specified in the tender item. The proportion of

concrete shall be one part of cement to 2 parts sand and 4 parts of black trap agg. mix. of suitable size to

as to produce uniform concrete through out thickness of the pipes.

Reinforcement in form of bars straight and class wise shall be provided as per IS458 class specifications.

RCC spun pipe collars for the pipes shall be made in the same manner. The internal dia meter of the collar

shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar and

other plastic materials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially prepared formation

or on concrete bed and for the purpose to extra rate shall be given making extra excavation for bed and in

the sides of the trenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in the length. For

each joint yarn shall be dipped in hot asphalt. The joint shall be properly cleaned and moistured and the

collar shall be kept in position by means of wedges. Semidry cement mortar of prop. 1:1 shall be forced

into joints and chaucked completely by means of special cutting tools until the whole space is full. The

mortar shall be sprayed around the collar joints so as to completely encase the joint.

After the joints have thoroughly set, the Engineer or his Assistant may inspect the joints, and if he has any

doubt as to their soundness be may required the contractors to cut open and clear away the cement of any

found, they shall be required to open more than one joints in 18mt (60’) of pipe, though if defect be found

the Engineer direct them to open as many joints as he may deem necessary, the joints made one day will

not as a rule, be inspected until the following day and the cement may has sufficient time to set well

before being covered up.

Trenches shall not be filled until alignment and levels are examined by the Engineer or his subordinates

and the permission for refilling is granted.

The RCC pipes shall be manufacturers as per IS for B class pipes specifications using best materials first

class workmanship as per IS 458/1971.and latest IS code for R.C.C. pipe line of NP3 class.

The proportion of concrete shall be one part of cement to 2 parts of sand and 2parts of black trap agg. Mix

of suitable size so as to producing firm concrete thought thickness of the pipes.

Reinforcement on form of bars straight & cross wise shall be provided as per IS 458/ class specifications.

RCC spun pipes collars for the pipes shall be made in same manner the internal diameter of the collar

shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar and

other plastic materials.

Any damaged or cracked carefully into trenches and shall be made to rest evenly on specially prepared

formation and for the purpose no extra rate shall be given for claming such hollows in bends and in the

sides of the trenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in the length for

each joint diped is not asphalt after the joint has been properly cleaned & moisture and collar kept in

position by means of wedges, semi-dry cement mortar prop. 1 ;1 shall be faced into it and caulked

completely by means of specials caulking tools until the whole space in full. The

mortar shall be sprayed off in the form of filler around the pipes.

The R.C.C. NP3 pipe line shall run in perfect straight lines from manhole and shall be exactly to gradient.

M/S shall be in RMT.

Trenches shall not be filled in until the line has been tested and alignment and levels are examined by the

Engineer or his subordinates and the permission for refilling is granted.

Contractor shall be held responsible for any damage or defect to the pipe line in satisfactory working of

the same for 12months after it is put into commission, contractor must satisfy IS 458/1971 and

IS783/1959 with reference to RCC pipe.

Item No.8 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp.

as directed. (As per R.A. Based on Building SOR 2015-16)

(a) Excavation : This be done as specification in Item No.

(b) Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this shall

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for mixing and

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c) Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in

P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by

the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or shall

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan

working to the proper dimension & as directing by the officer in charge from the time to time bricks

should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement

mortar shall be prepared in special iron pans and mixed in quantites as required using measurs boxes for

sand and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d) C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 cm.

well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The rate

includes all necessary materuals mixing laying and remain and watering the exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given to

the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection chamber

shall be as per the respective item of work. The manhole/inspection chamber shall be constructed as per

the detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

constructed of such thickness as shown on drawing. The brick masonry shall be constructed in

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).

The channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain. Above the

horizontal diameter, the sides shall be extended vertically to the same level as the crown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the

bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers over

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in two

vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm below

the manhole/ inspection chamber cover and the lowest not more than 300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of cast iron of specified weight and shall conform

to the requirements given in IS:1726. The covers and frames shall be cleanly cast and they shall be free

from air and sand holes and from clod shuts. They shall be neatly dressed and carefully trimmed. All

castings shall be free from voids whether due to shrinkage, gas inclusion or other causes. Covers shall have

a raised chequered design on the top surface to provide an adequered nonslip grip. Cover shall be capable

of easy opening and closing and it shall be fitted in the frame in workmanship like manner. The cover shall

be gas tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous composition. The

coating shall be smooth and tenaceous. The frame of manhole/inspection chamber cover shall be firmly

embeded to correct alignment and level in cement concrete on the top of the masonry. The item shall be

executed as per the detailed drawing and as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

Item Making connection to the ex. M.H.in running sewer incl. Dewatering and other

No.10 required machinery etc. of following dia pipes at any convenient time. All

damaged work shall be well repaired as per instructions. etc..complete.

(Based on Drainage SOR 2009-10):

Cement used shall be got approved by the enginre in charge be fore starting the work this shall

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany impurities

and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for mixing

and mixed properly on wooden or specially propared platform until every part of the

brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c) Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in

P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by

the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or shall

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan

working to the proper dimension & as directing by the officer in charge from the time to time bricks

should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement

mortar shall be prepared in special iron pans and mixed in quantites as required using measurs boxes for

sand and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d) C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 cm.

well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The rate

includes all necessary materuals mixing laying and remain and watering the exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e) Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given to

the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection chamber

shall be as per the respective item of work. The manhole/inspection chamber shall be constructed as per

the detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

constructed of such thickness as shown on drawing. The brick masonry shall be constructed in

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3). The

channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain. Above the

horizontal diameter, the sides shall be extended vertically to the same level as the crown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the

bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers over

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in two

vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm below

the manhole/ inspection chamber cover and the lowest not more than 300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of cast iron of specified weight and shall conform

to the requirements given in IS:1726. The covers and

frames shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressed and carefully trimmed. All castings shall be free from voids whether due to

shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on the top surface to

provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it shall be

fitted in the frame in workmanship like manner. The cover shall be gas tight and water tight. The size of

covers specified shall be considered as the clear internal dimensions of the frame. Covers and frames shall

be coated with a black bituminous composition. The coating shall be smooth and tenaceous. The frame of

manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in cement

concrete on the top of the masonry. The item shall be executed as per the detailed drawing and as directed

by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

Item 1) Cutting the pipes of following dia coming in the new M.H.in

No.11 running sewer including cutting bars, including removing debris

/silt from the M.H. and carting at a suitable distance etc..complete

as directed. No payment for M.H. work will be made until pipe is

not cut completely in all respect. (Based on Drainage SOR 2009-

3) (a)Excavation : This be done as specification in Item No.

(b) Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this shall

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for mixing and

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c) Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in

P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by

the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or shall

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan

working to the proper dimension & as directing by the officer in charge from the time to time bricks

should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement

mortar shall be prepared in special iron pans and mixed in quantites as required using measurs boxes for

sand and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d) C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 cm.

well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The rate

includes all necessary materuals mixing laying and remain and watering the exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given to

the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection chamber

shall be as per the respective item of work. The manhole/inspection chamber shall be constructed as per

the detailed drawings and as directed by Engineer. The bed concrete and the brick masonry shall be

constructed of such thickness as shown on drawing. The brick masonry shall be constructed in

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3). The

channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain. Above the

horizontal diameter, the sides shall be extended vertically to the same level as the crown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the

bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers over

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in two

vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm below

the manhole/ inspection chamber cover and the lowest not more than 300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of cast iron of specified weight and shall conform

to the requirements given in IS:1726. The covers and frames shall be cleanly cast and they shall be free

from air and sand holes and from clod shuts. They shall be neatly dressed and carefully trimmed. All

castings shall be free from voids whether due to shrinkage, gas inclusion or other causes. Covers shall have

a raised chequered design on the top surface to provide an adequered nonslip grip. Cover shall be capable

of easy opening and closing and it shall be fitted in the frame in workmanship like manner. The cover shall

be gas tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous composition. The

coating shall be smooth and tenaceous. The frame of manhole/inspection chamber cover shall be firmly

embeded to correct alignment and level in cement concrete on the top of the masonry. The item shall be

executed as per the detailed drawing and as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

Item 1) Repairing damaged M.H. and rasing M.H. up to road level incl. removing

No.12 damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster

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

the debris from MH and carting the same as directed

(a) Excavation : This be done as specification in Item No.

(b) Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this shall

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for mixing and

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20 kms. in

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c) Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in

P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by

the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or shall

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan

working to the proper dimension & as directing by the officer in charge from the time to time bricks

should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement

mortar shall be prepared in special iron pans and mixed in quantites as required using measurs boxes for

sand and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d) C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 cm.

well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The rate

includes all necessary materuals mixing laying and remain and watering the exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e) Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be

fixed at the same level and necessary slope given to the channel of manhole/inspection

chamber. The minimum internal sizes of manhole/inspection chamber shall be as per the respective item

of work. The manhole/inspection chamber shall be constructed as per the detailed drawings and as

directed by Engineer. The bed concrete and the brick masonry shall be constructed of such thickness as

shown on drawing. The brick masonry shall be constructed in

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3). The

channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain. Above the

horizontal diameter, the sides shall be extended vertically to the same level as the crown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the

bottom of manhole / inspection chamber shall be plastered with

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambers over

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in two

vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm below

the manhole/ inspection chamber cover and the lowest not more than 300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of cast iron of specified weight and shall conform

to the requirements given in IS:1726. The covers and frames shall be cleanly cast and they shall be free

from air and sand holes and from clod shuts. They shall be neatly dressed and carefully trimmed. All

castings shall be free from voids whether due to shrinkage, gas inclusion or other causes. Covers shall have

a raised chequered design on the top surface to provide an adequered nonslip grip. Cover shall be capable

of easy opening and closing and it shall be fitted in the frame in workmanship like manner. The cover shall

be gas tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous composition. The

coating shall be smooth and tenaceous. The frame of manhole/inspection chamber cover shall be firmly

embeded to correct alignment and level in cement concrete on the top of the masonry. The item shall be

executed as per the detailed drawing and as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (south zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

Item No. RCC Precast M.H.Frame & Cover Manufacture , supply & Delivery at store or at side of

13 work Precast RCC M200 Frame & Cover Suitable to drainage M.H. and as per type design

& Drawing including cost of reinforcement M.S. Angles or Flat , cutting mold work etc

Mode of measurement:

The rate shall be for a unit of Nos Basis

Item No. Brickwork using common burnt clay building bricks having crushing strength notless

14 than 35kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-Cement:5-

finesand) (B) Conventional (Item Code: 06001BA, Item No. 6.12 Building works

Rate includes connection in the sewer line at any convenient time when the load on the drainage line in

less. All damaged work shall be well repaired as per instruction of officer in charge. Proposed R.C. C.

line should be connected with the existing M.H. as directed. Holes made in the well of existing M.H.

should be finished smooth and in circular shape as directed. Rate also includes making new channel or

repairing existing damaged channel if instructed. Rate is inclusive of watering etc. as directed.

Mode of measurement:

The rate shall be for a unit of Nos Basis

Item No. Providing and laying cement concrete work 1:2:4 (1- Cement:2-Coarsesand:4-

15 graded stone aggregates 20mm nominal size) and curing complete excluding

cost of formwork and rein for cement for reinforced concrete work in

(A)Foundations,footings,Base or columns and Mass concrete ng in the new M.H. in running

sewer of any dia pipes at any convenient time when M.H. is found empty all damage work shall be well

repair instruetions etc. comp.

material shall be cut as pes requirement to Cutting the pipe in existing manhole reinforcement bars shall

also have to be cut in existing manhole as per requirement and making good the same. the dis mental

materials shall be carried ti places at all lead as directed by engineer in charge If directed the work shall

have to be done at night the measurement shall be as per nos

Mode of measurement:

he rate shall be for a unit of Nos Basis

Item No. Providing Dead Cantering using good quality Country Wood Planks, wall Plate of

16 required thickness and size including placing the nece. supports of reqd. size,

nailing, fixing with mortar, levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

Required level shall be achieved in brick work as specified including plaster, the thickness of joints shall

not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or broken brick or asphalt mix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface of an

asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the brick work with

splayed filler all around.

Water: Gully frames being on the edge of road shall be fixed to the correct road level at its upper end and

the slope should be such it must be about (12 mm) (1/2”) lower than water table.

A concrete pavement should be case around the frames and covers of man-holes, chambers etc.

in case of asphlatic road.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) as specified and

directed. The pavement shall be at least 8 mm (3”) wider than the outer most edge of the circular frame no

pavement will be made of this pavement under the item of cement concrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) in external

measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the longer dimension being

along the direction of the main.

In case of rectangular frame cover it shall paved as directed by Engineer with 1:2:4 C.C. No

payment will be made for the pavement should be at least 8 cm (3”) wider than the outer most edge of the

After removing the top portion of the manholes, the proper brick masonry layer with c.m. (1:4)

should be constructed for proper bondage with old masonry and 8 cms thick PCC work (1:2:4) should be

laid on the top of brick layer an up to the bottom of the seat. After fixing the seat the manhole should be

properly leveled with road level.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall be clean

within 48 hours of concreting day.

M/S shall be given on No basis.

Item No. 1) Providing 15mm thick cement plaster

17 in single coat on Rough (Similar)side

of single or half brick walls for interior

plastering upto floor two level and

finished even and smooth in (i)

Cement mortar 1:3 (1- cement:3-

sand) finishing with a floating coat

of neat cement slurr

Mode of measurement:-

The rate shall be for a unit of one number basis

Item No. Supplying electric breaker machine for RCC slab or asphalt demolishing work on site

22 by using operator, fuel, power supply etc.complete as directed. (no payment should be

allowed for non working condition of machinery and for pipe line excavation and M.H. work

Mode of measurement:-

The rate shall be for a unit of one number basis

Item No. Providing and installation of barricading with retro- reflective paint/ film/ tapes (Minimum 3.0Mt. height) as specified

23 in the drawing & specifications for the construction of road work, along with necessary diversion arrangement for

existing traffic movement in an unobstructed condition, all relevant markings, sign boards and illumination as per

relevant MORT&H specification. Precoated galvanised iron profile sheets shall be of approved make and shade having

0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 550 mpa steel

grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Rate to be inclusive of

all materials, fabrication works, paint works for information (retro reflective paint), foundation works, transportation,

loading, unloading, installation, dismantling and inclusive of all taxes and including the same design for providing

openable gates. No extra rental will be given to the contractor in case of any delays from his part for construction or

due to any valid time limit extensions. Each barricading sheet is to be numbered with a unique number. The barricading

provided shall be retained in position at site continuously i/c shifting of barricading from one location to another

location as many times as required during the execution of the entire work till its completion. Rate include its

maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.

The barricading shall not be removed without prior approval of Engineerin- Charge. (Note :- One time payment shall

be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided

shall remain to be the property of the contractor on completion of the work). Blinkers are to be installed on the

barricading and rate for blinkers will be payable as per relevant item.

Providing kachcha or pakka dummy in the following dia pipes and removing the same after the

connecting of the work as per instruction of engineer in charge. If kachcha or pakka dummy is not

removed by the contractor then the penalty shall be laid as per municipal rules or

Item No. Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

24 using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe line excavation and M.H. work

Measurements shall be given on hr. basis.

Item No. Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

25 Raising of Existing manhole item includes,cutting of existing road surround by Manhole by diamond

cutter machine dismantling of road in confined area by breaker machine and carting of dismantal

material.item also included necessarey brick work to raise the manhole at road level in CM 1:3 item also

included fixing of Manhole frame at exact road level by using MaserEmaco S 488 trowable fibre

reinforced thixotropic repair mortal material Laying of concrete made form Master Emaco 5 346 flowable

micro concrete material in desired thickness and laying of hot bitumanous material in Upper layer and

compaction of hot bitumanious material by palte compactor machine .Rate also included necessary plaster

at inside of manhole in CM 1:3 in 20 MM thickness on raised brickwork.

Measurements shall be given on no. basis.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

Mobile No.:-

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

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

employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child

labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement and

also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

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

06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining

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

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

govt.rules.

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

QUANTITIES.

* MODIFICATION OF DOCUMENTS

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

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

shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be

necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly

filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published

by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same

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

entertained under any circumstances.

Clause : 5 Schedule Of Maintanance

Contractor Should have to manage following condition for maintanance as per Engineer instruction

Sr.no. Mode Of Complaint Required machinory / Labour Remarks

Either Whatsup or Email Required as per site Condition or

3 Engineer Instruction

Complaint Received by higher

Authority / Councilor/ by Public

If Contractor Not Follow Schedule Of Maintanance

1. Whenever a work is allotted by Engineering staff, whether minor or major of part thereof of any amount, the contractor

shall be bound to start the works within 48 hours of intimation of work. Communication done telephonically via SMS

,ViaWhatsapp and through letter /E-mail shall be considered legal and binding for the same.

2. Failure of comply to start the works in 48 hours of intimation as above by contractor the contractor shall be levied

penalty of (1) Rs.1000/-per day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for tenders amounting

above 10 Lakhs and upto 30Lakhs), (3) Rs.5000 per day (for all tenders amounting above 30Lakhs).

3. Three times failures by contractor shall make contractor responsible to be blacklisted unless and otherwise justified

properly in writing/binding within 15days of last notice of penalty.

4. The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the

prevailing AMC circulars issued from time to time.

Contractor's Sign Addl.C.E.(westzone)

Mobile No:-

Mobile No.:-