Providing and Laying New Interlocking paver block at Different chalis / Diff area of ward from the budget of Mu.councilor shree, MLA shree, chairmain Shree and From Diff Budget in Motera Area And Different Area Of Ward in sabarmati ward of west zone. (ARC Tender)

TENDER DOCUMENT FOR " Providing and Laying New Interlocking paver block at Different

chalis / Diff area of ward from the budget of Mu.councilor shree, MLA shree, chairmain Shree

and From Diff Budget in Motera Area And Different Area Of Ward in sabarmati ward of west zone.

E-Tender Notice No. 9 / 2025-26

Dy. Municipal Commissioner

Dr. Ramanbhai Patel Bhavan, W.Z. Office,

Usmanpura, Ahmedabad Municipal Corporation,

Ahmedabad-380013.

SABARMATI WARD -1-

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

Tender Fee Rs.1500.0

Earnest Money Rs.49,

Contracto r’s Name :

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Providing and Laying New Interlocking paver block at Different

chalis / Diff area of ward from the budget of Mu.councilor shree,

MLA shree, chairmain Shree and From Diff Budget in Motera Area

And Different Area Of Ward in sabarmati ward of west zone. (ARC

2 Time Limit 12 Months (Excluding Monsoon)

3 Tender Validity Period (1) 120 Days from the date of opening of the tender

4 Eligibility Criteria (2) Register “E1” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

5 Estimated Cost put to Rs.

6 Earnest Money Deposit 1% of the Tender Cost in theform (Rs.) 49,000.00 (D.D./Pay Order / Local Micr

Check/B.G.) shall be from Nationalized Bank / Sheduled Bank and valid for 120 days.

in favour of Municipal Commissioner, Ahmedabad (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- 03 Dt.28/4/23

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

Dt.01.05.2026 upto 12:00 Hrs to Assistant Manager (west

zone),Ahmedabad Municipal Corporation, West Zone, Zonal Office", Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.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 01.05.2026 upto 12:00 Hrs will not

be entertained under any circumstances.

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

Techanical Bid) Dt.01.05.2026 , 15:00 Hrs to Assistant Manager /

Dy.C.E.(W/Z) office, 2nd Floor, Dr. Ramanbhai Patel

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

Ahmedabad-380013

SABARMATI WARD -2-

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 PeriodThe 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. Contractor shall be bound to

provide more than one gange as per the works allotted/shown to contractor

In case of non-compliance of the same, shall be treated as delay by

contractor. Failure of comply to start the works in 24 hours of intimation as

above by contractor the contractor shall be levied penalty of (1) Rs.1000/-

per day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for

tenders amounting above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per day

(for all tenders amounting above 30 Lakhs). Three times failures by

contractor shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of last notice

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

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

SABARMATI WARD -3-

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Name of Work:- Providing and Laying New Interlocking paver block at Different chalis / Diff area

of ward from the budget of Mu.councilor shree, MLA shree, chairmain Shree and From Diff Budget

in Motera Area And Different Area Of Ward in sabarmati ward of west zone. (ARC Tender)

Qty Items Amount Rs.

1 Earth work in cutting in all sorts of soil &

murrum incldg.conveyaning ,breaking clods

spreading the stuff as & where dire. With in a lead 59.14 Cmt

of 50 mt. from end of cutting.

2 Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock,

fly ash, aggregates of any kind Including spreading -

& levelling etc. complete.

c)Lead up to 5 Km.

3 Dismantling the following including loading,

unloading and disposal of unserviceable material for

all lead or as directed by Engineer-In-Charge and -

stacking the serviceable material and backfilling the

resulting trenches and pits complete.

a 20.00 central verge -kerb stone 8.00 Rmt

b Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead and

c Demolition & disposal of unservisable material with

all lead and lift for unreinforeced concrete. (AMC sor) 348.10 Cmt

d Demolition of brick work & stone masonry including

stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift (1) 314.50 Cmt

In cement mortar.

e Demolition including stacking of serviceable

materials and disposal of unserviceable materials 604.74 Cmt

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

4 Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing

the asphalt carpet, metal,s oiling/cutting -

Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously

approved rate by C E sir )

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

b 0.20 to 0.30 meter (By any type of Breaker

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

of operator, fuel, & transportation etc complete.

c 0.30 meter & above (By any type of Breaker

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

of operator, fuel, & transportation etc complete.

SABARMATI WARD -4-

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

mm B Kerb block for Central Verge in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed

finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved

design including curing, etc. complete, including the

cost of formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the Kerb

stones in line and level on 5 cm thick sand bedding 431.96 Rmt

with necessary equipments and materials. The rate

shall also include the flush pointing in CM (1:3)

for all joints of the kerbstones. Filling of zari

alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials

shall not be allowed for productiona) Laying on 5 cm

thick Sand Bedding

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

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

20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork

mould with well equipped with vibratory system for

kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessary 350.89 Rmt

equipments and materials. The rate shall also

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

joints of the kerbstones. Filling of zari alone the

sides of the kerb stone fixed with Bituminous

concrete mixed in proper position as directed by

Engineer in change to form a portable mixture. In

any case Gravel or such type of materials shall not

be allowed for production. a) Laying on 5 cm thick

7 Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for complete

kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc. 1061.61 Rmt

complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However

cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost

of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above

item description as per BOQ (a) 450 hight x

600x 150 mm high median kerb.

SABARMATI WARD -5-

8 Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for complete

kerb system with chamfered type of kerbs

including necessary accessories of kerb like

radius kerbs, angles and quadrant kerbs, droplet 912.50 Rmt

kerbs etc. complete as per drawing. Kerb shall

be fixed as paper joint without any jointing

material. However cement mortar shall be provided

at the backside of kerb stone joint. (Sample must

be approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer -

incharge in above item description as per BOQ (b)

380 x 600 x 150 mm high Footpath kerb.

9 Providing & laying Mountable type Central Verge

including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint

colour to Center verge (Kerb) by Yellow/white and

Black patta (Three Coat) one coat of priming &

two coat of oil Paint including cost of material 361.75 Rmt

required for paint and all labourworketc complete

as per direction, detailed drawing and

instruction of engineer incharge .(Including

Epoxy Piant of Approved Quality) (Central

10 Supplying and fixing for central verge 230 mm L x

235 mm Width x 680 mm H Supplying & Fixing in M-

20 grade using 20 mm nominal size black trap

aggregate of sevaliya/timba or equivalent quality for

pre-cast blocks,reasonably exposed

finish/formwork,mould with well equipped with

vibratory system for kerb stones of approved

design including curing,etc.complete,including the

cost of formwork etc.complete.THe rate shall

also include necessary cutting of asphalt,fixing the

kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and

materials.The rate shall also include the flush

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

kerbstones.Filling of Zari alone the sides of the kerb

stone fixed with bituminous concrete mixed in

proper position as directed by engineer in charge to

form a portable mixture.In any case gravel or such

type of materials shall not be allowed for production.

SABARMATI WARD -6-

11 Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-35

Grade of any size ; shape (Usually Uni-Paver

Blocks) using black trap good quality aggragate of

20 mm nominal size for footpath, parking areas,

service lanes and other areas as

mentioned in the drawing / instruction of engineer

in charge. Cost includes formworks using rubber

mould, Rate providing and laying paver blocks as

per required grading and specification. The paver

block shall be mechanically compacted. The work

of paving blocks shall be executed in line and 501.60 Smt

level by skill mason of flooring work only. It should

be laid in such a way that the no cutting of the

paver block to be necessary. if cutting of paver

block necessary then it should be cut by

machine only and carting. The finished surface of

the paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall

be relaid if necessary. Gravel or such type of

materials shall not be allowed for production.

5100.00 Laying on 5cms thick sand beddding.

12 Providing and laying of interlocking grey paver blocks

of high density 80mm thick made from M-40 grade

concrete using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved

quality, OPC 53 grade cement with contractor's

own concrete mix design as approved by AMC,

for parking, road. Cost Includes formwork, using

rubber/FRP mould, laying paver block as per

required grading and specification laid paver

block shall be mechanically compacted. The

work of the paving blocks shall be executed in line

and level by skilled mason of flooring work only. 572.00 Smt

It should be laid in such a way that the no cutting of

the paver block to be necessary. Cutting of paver

block by machine cut only and carting to be done.

The Finished surface of the Paver Block shall have

reasonably good plain finish. Paver blocks shall be

compacted and shall be re-laid if necessary. Gravel

or such type of materials shall not be allowed for

production. Laying on 5 Cms thick sand bedding.

SABARMATI WARD -7-

13 Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver block

shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level

by skilled mason of flooring work only. Small size 669.65 Smt

of paver block with same specification shall be used

at residue or at end. It should be laid in such a way

that the no cutting of the paver block to be

necessary. If cutting of paver block shall be required

than cut by machine only and laying to be done

by skilled flooring mason. The finished surface of

the paver block shall have coarse sand Texture

Finish. Pave blocks shall be compacted and shall be

re-laid if necessary. Actual laid area shall be

measured and paid without any wastage. (A) 60 mm

thick M-35 grade Grey

14 Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver block

shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level

by skilled mason of flooring work only. Small size 758.93 Smt

of paver block with same specification shall be used

at residue or at end. It should be laid in such a way

that the no cutting of the paver block to be

necessary. If cutting of paver block shall be required

than cut by machine only and laying to be done

by skilled flooring mason. The finished surface of

the paver block shall have coarse sand Texture

Finish. Pave blocks shall be compacted and shall be

re-laid if necessary. Actual laid area shall be

measured and paid without any wastage. (A) 80 mm

thick M-35 grade Grey

15 Labour work of fixing kurb any design of central

verge, (both side) footpath kurb, items includes

necessary excavation, asphalt cutting of any

thickness, erecting in line and position and pointing

with cement mortar (1:3), watering, etc complete,

filling with zari along the side of the kurb, the kurb

stone fix prepared with bitumnious top surface, as

10.00 directed by engineer in charge.

SABARMATI WARD -8-

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

cement : 5 coarse sand : 10 hand broken stone

aggregates 40 mm nominal size) and curing 1802.24 Cmt

complete excluding cost of form work in.

17 Providing TMT Bar FE500D reinforcement for R.C.C.

Work including bending,binding and placing in 63.10 Kg

9.00 position complete upto floor two level

18 Providing and Casting in situ ordinary cement

concrete M200 for R.C.C. Raft and cutt off walls

including necessary shuttering laying, vibrating, 3672.30 Cmt

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

foundation level upto floor two level (upto 10ton).

Providing and setting 50 to 60 mm thick rouge

kotah stone water table in line, level and in required

gradient including 25mm thick beddcing in C.M. 1:6

(1 Part of cement : 6 Part of coarse sand) with

sufficient ramming consolidation. Providing joints in

C.M. 1:3 (1 Part of cement : 3 Part coarse sand) and -

smooth pointing in C.M. 1:1 (1 Part of Cement, 1 Part

of coarse sand) including watering etc. complete

and as per details in tender specification & as

directed by engineer in charge.

1.00 Size : 1' x 1'(40 to 50 mm thick) 103.52 Rmt

20 Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering, -

ramming etc comp. as directed

21 Laying on Sand bedding as per requirement

to fix the C.C.Block / Nibhada Stone in Line & 68.64 Smt

22 For Water Table & Kerb on Sand bedding as per

requirement to fix the C.C.Block / Nibhada Stone in 30.80 Rmt

1.00 Line & Level.

23 Construction of RCC nosing in central verge using

M-200 grade cement concrete. The item includes

cost of centering & shuttering, reinforcement, both

side cement plaster in C:M 1:3 mortar & curing 4812.72 No.

etc. complete. Half round portion of the nosing

shall be made by using mild steel.

24 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material with

water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in -

uniform layers in subbase / base course on well

prepared surface and compacting with vibratory

roller to achieve the desired density as per MoRTH

(A) Supply of WMM

(B) Laying of WMM

SABARMATI WARD -9-

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

road level incl. removing damaged brick work

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

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

existing MH sheet cover, removing the debris

from MH and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

(B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

(C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

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

fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and

30.00 carting the same as directed.

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

work site etc. comp. Directed.

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

& Frames Cover :728mm ø & 100 mm thick circular

cover, 35.00 MT load design,100x2mm MS flat

allround, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame :

560 mm ø clear opening,outer size- 888x888x175

mm. On the upper periphery of frame 25 x 3 mm

wide MS flat should be well embed in concrete to

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

10.00 cover & frame described as

F.R.C. Heavy Duty [HD-20] Machinehole Covers -

560 mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The dimension

of frame and cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers &

Frames-560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

SABARMATI WARD - 10 -

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

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

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

20.00 supplied byA.M.C.(from any store)

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 11 -

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Here in after called “the Employer”)

invites sealed Tender document from reputed and qualified bidders for the construction

of Works detailed in the Table below:-

Sr. No. Name of Works Approximate Bid Security Completion

value of works (Rs.) Period

1 Providing and Laying New Interlocking Rs. 49,00,000.00 Rs.49,000.00 12 months

paver block at Different chalis / Diff

area of ward from the budget of

Mu.councilor shree, MLA shree,

chairmain Shree and From Diff Budget in

Motera Area And Different Area Of Ward

in sabarmati ward of west zone. (ARC

2. Tender (a complete set of bidding document) fee shall be Rs. 1500/- in the form of

Demand Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL

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

The fees shall be paid at the time of submitting the tender.

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

www.egovamc.com. up to Dt.30/04/2026 at 18:00 Hrs tender fee as mentioned in

clause 2 above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as

specified in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "West Zone, Zonal Office", Dr. Ramanbhai

Patel Bhavan, Usmanpura, Ahmedabad. Not later than 12:00 Hrs on Dt.01/05/2026.

Seal and Signature of the Bidder Addl. City Engineer

SABARMATI WARD - 12 -

Finance dept. circular No-03 Dt.28-04-2023

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

All nationalized Banks

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

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

date of termination of Bank Guarantee.

(I) Commercial Banks :-

1. A U Small Finance Bank

3. City Union Bank

4. DBS Bank India Limited

6. Equitas Small Finance Bank

7. Federal Bank

10. IndusInd Bank

11. Kotak Mahindra Bank

13. Standard Chartered Bank

14. Tamilnadu Mercantile Bank

15. Ujjivan Small Finance Bank

(II) Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-Operative Bank Ltd

2. The Kalupur Commerical Co-operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. Rajkot nagrik Sahakari Bank Ltd

5. Saraswat Co-Operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Ltd

9. The Surat District Co-Operative Bank

10. The Surat Peoples Co-Operative Bank

Seal and Signature of the Bidder Addl City Engineer

SABARMATI WARD - 13 -

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

mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu. su ftuLx[tfxh©eytuyu hSMx[uNl

heLgw fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.

4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

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

MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb

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

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

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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

10. Nh<e xuLzhtu hœ ct<j dKtNu.

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

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

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

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

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

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

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

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

SABARMATI WARD - 14 -

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SABARMATI WARD - 15 -

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

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

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

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

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

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

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

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

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

of contractors.

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

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

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

by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

the following limits:

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

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

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

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

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

shall be taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

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

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

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

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

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

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

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

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

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

SABARMATI WARD - 16 -

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

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

the site of work within 24 hours.

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

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

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

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

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

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

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

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

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

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

works as also of the work itself.

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

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) from opening of price bids.

SECURITY DEPOSIT

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

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

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 17 -

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit.

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

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

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

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

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

over the site with final finishing of the work as directed. All the rejected materials shall be removed from site

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

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

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

rate for subsequent changes in site and design is entertained.

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

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

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

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

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

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

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

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

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

the contractor. Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

demand draft or in cash.

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

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

of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 18 -

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

Name of Work :- Providing and Laying New Interlocking paver block at Different chalis / Diff

area of ward from the budget of Mu.councilor shree, MLA shree, chairmain Shree and From Diff

Budget in Motera Area And Different Area Of Ward in sabarmati ward of west zone. (ARC Tender)

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

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

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.2 : Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

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

complete. c) Lead up to 5 Km.

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.3 : Dismantling the following including loading, unloading and disposal of unserviceable

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

material and backfilling the resulting trenches and pits complete.

Mode of measurement.

(A) central verge -kerb stone

Mode of measurement

Measurement shall be paid by Rmt. basis

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

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

Mode of measurement

Measurement shall be paid by Smt. basis

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

unreinforeced concrete. (AMC sor)

Mode of measurement

Measurement shall be paid by Cmt. basis

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

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

Mode of measurement

SABARMATI WARD - 19 -

Measurement shall be paid by Cmt. basis.

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

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

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.4 : Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of

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

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

(Based on Previously approved rate by C E sir )

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

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

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

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

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

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.5 : Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge

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

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

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

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

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

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

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

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

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

In any case Gravel or such type of materials shall not be allowed for productiona) Laying

on 5 cm thick Sand Bedding

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.6 : Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-

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

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

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

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

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

SABARMATI WARD - 20 -

5 cm thick sand bedding with necessary equipments and materials. The rate shall

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

zari alone the sides of the kerb stone fixed with Bituminous concrete mixed in

proper position as directed by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed for production. a) Laying on

cm thick Sand Bedding

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.7 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed

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

any size and any type. Kerbs shall be fixed on the foundation prepared as per approved

design. The rate shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including necessary accessories

of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per

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

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

approved) Cost of excavation, cutting , base , side filling shall includes as directed

engineer - incharge in above item description as per BOQ (a) 450 hight x 600x

mm high median kerb.

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.8 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast

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

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

prepared as per approved design. The rate shall also include for erecting and fixing the

pieces in position for complete kerb system with chamfered type of kerbs including

necessary accessories of kerb like radius kerbs, angles and quadrant kerbs,

droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be provided at the

backside of kerb stone joint. (Sample must be approved) Cost of excavation, cutting

base , side filling shall includes as directed engineer - incharge in above item

description as per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.9 :- Providing & laying Mountable type Central Verge including casting of Kerb of size

15.00 x 32.50 Cm by mechanical Kerb casting machinery and oil paint colour to Center

verge (Kerb) by Yellow/white and Black patta (Three Coat) one coat of priming &

SABARMATI WARD - 21 -

two coat of oil Paint including cost of material required for paint and all

labourworketc complete as per direction, detailed drawing and instruction of

engineer incharge .(Including Epoxy Piant of Approved Quality) (Central Verge)

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.10 :- Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying

& Fixing in M-20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba

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

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

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

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

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

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

of Zari alone the sides of the kerb stone fixed with bituminous concrete mixed in

proper position as directed by engineer in charge to form a portable mixture.In any case

gravel or such type of materials shall not be allowed for production.

Mode of measurement

Measurement shall be paid by Rmt. basis.

Item No.11 :- Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm

thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath, parking areas, service lanes

and other areas as mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould, Rate providing and laying

paver blocks as per required grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks shall be executed in line and

level by skill mason of flooring work only. It should be laid in such a way that the no

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

then it should be cut by machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished. Paver blocks shall be compacted

and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for

production. Laying on 5cms thick sand beddding.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.12:- Providing and laying of interlocking grey paver blocks of high density 80mm thick made

from M-40 grade concrete using 6 mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with contractor's own concrete mix

design as approved by AMC, for parking, road. Cost Includes formwork, using rubber/FRP

SABARMATI WARD - 22 -

mould, laying paver block as per required grading and specification laid paver

block shall be mechanically compacted. The work of the paving blocks shall be executed in

line and level by skilled mason of flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only

and carting to be done. The Finished surface of the Paver Block shall have reasonably good

plain finish. Paver blocks shall be compacted and shall be re-laid if necessary. Gravel or such

type of materials shall not be allowed for production. Laying on 5 Cms thick sand bedding.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.13 Paver Block Providing and laying shot blasted Non - interlocking, Paver

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

made and blasting by automatic shot blasting machine and high density of as

per approved sample of approved make for footpath, parking areas, service

lanes,cross over and other areas as mentioned in the drawing. Including providing

and laying 50 mm thick averave bedding layer of coarse sand below paver block as

per required grading and specification. Laid paver block shall be mechanically

compacted. The work of the paving blocks shall be executed in line and level by

skilled mason of flooring work only. Small size of paver block with same

specification shall be used at residue or at end. It should be laid in such a way that

the no cutting of the paver block to be necessary. If cutting of paver block shall be

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

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

Finish. Pave blocks shall be compacted and shall be re-laid if necessary. Actual

laid area shall be measured and paid without any wastage. (A) 60 mm thick M-35

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.14 Paver Block Providing and laying shot blasted Non - interlocking, Paver

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

and blasting by automatic shot blasting machine and high density of as per

approved sample of approved make for footpath, parking areas, service

lanes,cross over and other areas as mentioned in the drawing. Including providing

and laying 50 mm thick averave bedding layer of coarse sand below paver block as

per required grading and specification. Laid paver block shall be mechanically

compacted. The work of the paving blocks shall be executed in line and level by

skilled mason of flooring work only. Small size of paver block with same specification

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

the paver block to be necessary. If cutting of paver block shall be required , than cut

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

surface of the paver block shall have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if necessary. Actual laid area shall be

measured and paid without any wastage. (A) 80 mm thick M-35 grade Grey

Mode of measurement

SABARMATI WARD - 23 -

Measurement shall be paid by Smt. basis

Item No.15 Labour work of fixing kurb any design of central verge, (both side) footpath kurb,

items includes necessary excavation, asphalt cutting of any thickness, erecting in line

and position and pointing with cement mortar (1:3), watering, etc complete, filling with

zari along the side of the kurb, the kurb stone fix prepared with bitumnious top

surface, as directed by engineer in charge.

Mode of measurement

Measurement shall be paid by Rmt. basis

Item No.16 Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken

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

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.17 : Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and

placing in position complete upto floor two level

Mode of measurement

Measurement shall be paid by kg. basis.

Item No.18 : Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and

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

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

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.19 : Providing and setting 50 to 60 mm thick rouge kotah stone water table in line, level

and in required gradient including 25 mm thick beddcing in C.M. 1:6 (1 Part of cement

: 6 Part of coarse sand) with sufficient ramming consolidation. Providing joints in C.M.

1:3 (1 Part of cement : 3 Part coarse sand) and smooth pointing in C.M. 1:1 (1 Part of

Cement, 1 Part of coarse sand) including watering etc. complete and as per details

in tender specification & as directed by engineer in charge.

Size : 1' x 1'(40 to 50 mm thick)

Mode of measurement

Measurement shall be paid by Rmt. basis.

SABARMATI WARD - 24 -

Item No.20 :- Labour work for fixing any kind of paving with cement pointing in CM 1:2, including

watering, ramming etc comp. as directed.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.21 :- Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada

Stone in Line & Level.t

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No.22 :- For Water Table & Kerb on Sand bedding as per requirement to fix the C.C.Block /

Nibhada Stone in Line & Level.

Mode of measurement

Measurement shall be paid by Rmt. basis

Item No.23 :- Construction of RCC nosing in central verge using M-200 grade cement concrete. The

item includes cost of centering & shuttering, reinforcement, both side cement

plaster in C:M 1:3 mortar & curing etc. complete. Half round portion of the nosing

shall be made by using mild steel.

Mode of measurement

Measurement shall be paid by No.. basis

Item No.24 :- Providing, laying, spreading and compacting graded stone aggregate to wet mix

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

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

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

density as per MoRTH clause

(A) Supply of WMM, (B) Laying of WMM.

The provision of Morth clause 406 shall applied during construction of wet mix macadam.

Item No.25 :- Tha rate shall be for a unit of one CMT basis.

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

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

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

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

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

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

SABARMATI WARD - 25 -

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

Item No.26 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber

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

Item No.27 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :728mm ø & 100 mm thick

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

lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening,outer size-

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

embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1..

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

Item No.28 exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days

etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

Contractor’s Signature Add. City Engineer

SABARMATI WARD - 26 -

M AH AN AG AR SEV A S AD AN, AMD AV AD

Name of Work:- Providing and Laying New Interlocking paver block at Different chalis / Diff

area of ward from the budget of Mu.councilor shree, MLA shree, chairmain Shree and From Diff

Budget in Motera Area And Different Area Of Ward in sabarmati ward of west zone. (ARC Tender)

The work shall be co mpleted wit hin 12 Month

(1) The contractor shall be remain responsible f or W orkmen’s co mpensat ion if any

when such case occurs. The contractor shall arra nge f ormed iampa sant night

and f encing and pag i and sha ll be respo nsible f or any damage of lif e and limb o r

propert y if any happen, dur ing the execution of work. In case of dis pute f or

unseen or over lo oked items the decisio n of the cit y E ngineer shall be f inal. T he

contractor s ha ll ha ve to give site clean of all r ubbish on co mplet ion of work and

ha ve o ver the building with f inal f inishing of the work as directed. All the

rejected mater ia ls shall be removed f rom site wit hin 2 4 ho urs b y contractor at

this rsk and cost.

(2) For mixing mortar either f or masonr y or f or plaster or f or any other purp ose

contractor shall have to prepare thro ugh of bigg er size and mix the mortar in t he

required pro portion. In on case h e shall be allowed to mix the mortar either on

f loor or any f inished surf aces.

(3) The contractor shall ha ve to make h is own arrangement f or water requ ired f or

the work and sh all pay th e wat er charges as per water meter.

(4) If any extra item crops up dur ing the progress of work the same shall be carr ie d

out by the contractor and he sha ll be p aid at the rate f ixed by C.E. as per the

rate analys is based on current market rates.

(5) If in the interest of the Corporat ion it is necessary to change either an y site or

the des ign of the propose work the con tractor shall carry out the same at his

quoted rates with out charges any e xtra and the contractor will have to carry out

the work s and h e will b e pa id at the rate quoted by him and n o claim f or extra f or

subseq uent chang es may be entertaine d.

(6) Retetion money at t he rate of 2% shall be d educted f rom e very run ning bill of

the contractor and which will be paid at the time of f inal bill, f or works costing

More t han Rs. 10-00 lakhs.

(7) The tender f or the work shall remain o pen f or a period (120) days f rom the date

of opening of the ten ders f or this work and that the tenderer shall not be a llowed

to withdraw o n mod if y the of f er on his o wn during the per iod. If any tenderer

withdra w or makes any modif icat ions (s) or addit ion (s) in the terms and

cond itions of his tender not acceptable to the Mun icipal Corporat ion the

Municipal Corporation sha ll witho ut prejudice to any rig ht or r emedy be at libert y

to f orf eit in f ull the said earnest mone y a bsolutely.

(8) As per Circu lar No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-7 7 issued by

Gover nment of Gujarat contractors ar e requested to produce their quarr y

materials f or construction work through leg al sources. i.e. only f orm the quarry

SABARMATI WARD - 27 -

lease holders, permit holder or midd le man who sat isf ies th e cont ractor as to the

legalit y of the source of purchase by him on these materials.

(9) Contractor has to make his own arrangement f or procurement of steel and

(10) Condit ional tender will not be accepted.

(11) All tenders are to be submitted in duplicate wit hout which the

(12) tenders are liable to be rejected.

(13) Condition of for m B1 Standard Specification of material & code of

practice w ill be applicable. Form B1 & B2 can be is available on w ebsite.

Contractor’s Si gnatur e Add. Cit y Engineer

SABARMATI WARD - 28 -

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SABARMATI WARD - 29 -