P/L Footpath-Paver Block And Repairing Upgradation of FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of Sabarmati Ward of west zone

1. Name of Work :-

Lake Surounding Atea and Other Different

Area of Sabarmati Ward of west zone

2. Tender Estimated Cost :- Rs. 29,99,796=07

1% of the Tender Cost in the form of D.D./Pay

3. Earnest Money :- Order / Local Micr Check/B.G only (Rs.

4 Tender Fee Rs : Demand Draft of Rs.

6. Time-Limit : 12 months

7. Validity Period : 120 Days

8. (i) Last Date of Submission of :

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by

Registered Post A.D, or by Courier.or hand

b) Tender sent by ordinary post will be rejected

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

made on sealed cover No.

b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in :

Schedule of Quantities and In Figures as well as in words.

9. Date of Opening : Dt. 01.05.2026 , 3:00 PM

10 Place of Submission & Opening : Submission of EMD. Tender fee and other

of Tender Documents during office hours: On date.

01.05.2026 & 12:00 pm West Zone, 2nd Floor,

A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work Rs.250 per day but not more then 10% of bill

As per STANDARD DETAILED TECHNICAL

12 Defect Liability : SPECIFICATION OF ITEMS

ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk Ítulj ytuVem/v.J.yu./«tusufx rJCtd îtht

htuz/rcÕzekd/jtRx/c{es Ft<tytu îtht cnth vtzJtbtk ytJujt xuLzh sulwk mcbeNl

GST <t.01-07-2017 vAe fhJtlwk &tg Au,<uJt <btb xuLzhtubtk <&t nJu vAe Cth

13 ltKtk Ft<w vhuvºt lk-31 <t:-07-07-2017 vtzJtbtk ytJlth Wvhtuf< rJCtd/Ft<tltk <btb xuLzhtubtk (bxehegj+juch

bwsc mÃjtg mt&u) GST ltk ltuxeVefuNl bwsc GST sgtk jtdw vz<tu ntug ðgtk mœhnwk

ftbltk Bidder yu GST ltuxeVefuNl bwscle yuÃjefucejexe ægtlbtk htFelu huxlwk

cezekd fhJtlwk hnuNu.

Contractor's Sign Addl.C.E.

Mobil No:- (west zone)

SABARMATI WARD -1-

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Name of Work :- P/L Footpath-Paver Block And Repairing Upgradation of FootpatPaver

Block of Auda Lake Surounding Atea and Other Different Area of Sabarmati Ward of west zone

sr no Descriotion Quantity Unit Rate Amount

Earth work in cutting in all sorts of soil & murrum

1 incldg.conveyaning ,breaking clods spreading the stuff as 600 Cmt 59.14

& where dire. With in a lead of 50 mt. from end of cutting.

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

2 manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind Including spreading & levelling etc.

c)Lead up to 5 Km. 600 Cmt 117.2

Dismantling the following including loading, unloading

and disposal of unserviceable material for all lead or as

3 directed by Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits

a central verge -kerb stone 50 Rmt 8

Dismantling tiled or stone floors laid in mortar including

b stacking of serviceable material and disposal of 800 Smt 27.44

uservicalble material with all lead and lifts.

c Demolition & disposal of unservisable material with all lead 15 Cmt 348.1

and lift for unreinforeced concrete. (AMC sor)

Demolition of brick work & stone masonry including stacking

d of serviceable materials and disposal of unserviceable 5 Cmt 314.5

materials with all lead and lift (1) In cement mortar.

Demolition including stacking of serviceable materials and

e disposal of unserviceable materials with all lead and lift. (I) 30 Cmt 604.74

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

4 oiling/cutting Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously approved rate by

a up to 0.20 meter thickness (By Manual) 50 Smt 70.4

0.20 to 0.30 meter (By any type of Breaker Machine or

b R.C.C.Cutter machine including cost of operator, fuel, & 50 Smt 176

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

c R.C.C.Cutter machine including cost of operator, fuel, & 40 Smt 311.08

transportation etc complete.

SABARMATI WARD -2-

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

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

5 include necessary cutting of asphalt, fixing the Kerb stones in 55 Rmt 431.96

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

cm thick Sand Bedding

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

6 Kerb stones in line and level on 5 cm thick sand bedding with 75 Rmt 350.89

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

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

7 necessary accessories of kerb like radius kerb, angles and 25 Rmt 1061.61

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.

SABARMATI WARD -3-

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

8 necessary accessories of kerb like radius kerbs, angles 45 Rmt 912.5

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

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

9 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

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

Width x 680 mm H Supplying & Fixing in M-20 grade using

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

10 curing,etc.complete,including the cost of formwork 150 Rmt 1376.75

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 -4-

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

11 specification. The paver block shall be mechanically 50 Smt 501.6

compacted. The work of paving blocks shall be executed

in line and level by skill mason of flooring work only. It

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

paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have

resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such

type of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey paver blocks of high

density 80mm thick made from M-40 grade concrete using

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

12 rubber/FRP mould, laying paver block as per required 120 Smt 572

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.

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

13 in line and level by skilled mason of flooring work only.

Small size of paver block with same specification shall be

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

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

of paver block shall be required , than cut by machine only

and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse

sand Texture Finish. Pave blocks shall be compacted and

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

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

M-35 grade Grey

SABARMATI WARD -5-

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

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

15 and pointing with cement mortar (1:3), watering, etc 150 Rmt 136.4

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.

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

16 coarse sand : 10 hand broken stone aggregates 40 mm 60 Cmt 1802.24

nominal size) and curing complete excluding cost of form

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

17 including bending,binding and placing in position complete 20 Kg 63.1

upto floor two level

Providing and Casting in situ ordinary cement

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

18 necessary shuttering laying, vibrating, ramming and curing 5 Cmt 3672.3

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 25 mm thick beddcing in C.M. 1:6 (1 Part of

19 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) 40 Rmt 103.52

Labour work for fixing any kind of paving with cement

20 pointing in CM 1:2, including watering, ramming etc comp. as

directed For pavement

SABARMATI WARD -6-

Laying on Sand bedding as per requirement to fix 850 Smt 68.64

the C.C.Block / Nibhada Stone in Line & Level.

21 For Water Table & Kerb on Sand bedding as per requirement 50 Rmt 30.8

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

Construction of RCC nosing in central verge using M-200

22 grade cement concrete. The item includes cost of centering 5 No. 4812.72

& 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.

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

23 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 348 Cmt 1007.37

(B) Laying of WMM 348 Cmt 111.87

Painting Two Coats on divider and footpath curb surface /

24 New Concrete Surface ( Painting two coats after filling the 3000 Smt 71.86

surface with synthetic enamel paint I n all shades on new

plastered concrete surfaces)

Colour Washing with lime on all wall surface (two coat) over

and including a primary coat of white washing t ogive an

25 even shade after through brooming the surface to remove all 50 Smt 6.96

dirt,dust,mortasr drops and other foreigh matter. (R&B SOR

Colour Washing with lime on all wall surface (one coat to

26 give an even shade after through brooming the surface to 1000 Smt 3.21

remove all dirt,dust,mortasr drops and other foreigh matter.

. (R&B SOR year 2015-16)

Applying priming coat over new wood and wood based

surfaces after including preparing the surface by throughly

27 cleaning oil, grease, dirt and other foreign matter, sand 3000 Smt 24.38

papering & knotting (B) ready mixed paint, brushing wood

primer pink. (R&B SOR year 2015-16)

Providing and fixing M.S. grills of required pattern to wooden

frames of windows etc. with M.S. flats at required spacings

28 and frame alround, square or round bars with round headed 1000 Smt 56.79

bolts and nuts or by screws (A) Plain Grill. (upto 10 ton) (R&B

SOR year 2015-16)

Repairing damaged I.C./ Raising removing damaged brick

29 work and repairing by brick masonry in C.M. 1:5 and plaster 10 No. 401.78

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. (Based on Drainage SOR 2009-10)

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

incl. removing damaged brick work and repairing by brick

30 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from

MH and carting the same as directed. (Based on Drainage

SABARMATI WARD -7-

(A) up to 0.15 mt. (@ Two Coarse) 10 No. 732.14

(B) up to 0.35mt. (@ Four Coarse) 10 No. 1160.71

C) up to 0.65 mt. (@ Seven Coarse) 5 No. 1794.64

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

etc. comp. Directed.

(A) FRC heavy duty cover size 730 mm. & 90 mm thick

circular cover 20 M.T. design load and frame size 560 mm 15 No. 1080.36

clear opening size 890 x 890 x 120 mm.

(B) FRC medium duty cover size 670 mm dia & 70 mm thick

10 M.T. load design and frame size 560 mm clear 5 No. 883.93

opening outer size 780 x 780 x 120 mm

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

556 x 50 mm rectangular cover frame size 600 x 450 mm 5 No. 883.93

clear opening outer size 816 x 666 x 100 mm (MD-10)

(D)FRC light duty Chamber seat cover (FRC) cover with 5 No. 883.93

rectangular frame (LD-2.5)

Supplying Electric Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power

32 Supply etc. Complete as Directed. (No payment should be 45 Shift 1071.43

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) ( Based on Previously approved rate by C E sir )

Levelling or orientation of existing gully trap chamber incl.

33 Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. using old 5 No. 71.43

G.T.stone and cover etc. comp.

Gully Trap: Providing & fixing S.W. Gully trap with C.I. grating

34 brick masonry chamber & water tight C.I. cover with frame of

300 mm x 300 mm size (inside) with standard weight.

(C) 300 mm x 300 mm Size Trap 5 No. 1116.07

Total Amount Rs. 29,99,796=07

Total Amount Rs. 29,99,796=07

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD -8-

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

1 Name of work :- P/L Footpath-Paver Block And Repairing Upgradation of

FootpatPaver Block of Auda Lake Surounding Atea and

Other Different Area of Sabarmati Ward of west zone

2 Time Limit : 12 Months

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

equivalent registration with any other state Govt. or institutions.

4 Estimated Cost put to

5 Earnest Money Deposit : Rs.30,000.00 Demand Draft, Pay order, or Cheque ,Bank

Guarantee (As per finanance circular No 14) in favour of

Municipal Commissioner, Ahmedabad) To be submitted as

prescribed in 7.0 below. Demand Draft or Bank Guarantee shall

be from Nationalized Bank and valid for 120 days.

6 (A) Security Deposit : 5% of Tender Amount

(B) Retention 1. @ 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.

7 Tender fees Rs.1,500/- Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

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

Tender Fees with Tender as described in the invitation of tender and

submitted to Assistant Manager(New West zone) , Ahmedabad

Municipal Corporation, West Zone, Zonal Office", Dr. Ramanbhai

Patel Bhavan, Usmanpura, Ahmedabad.

9 Tenders issue date : Tenders from the AMC website www.egovamc.com shall be

down loaded from

10 Last date of receiving Dt.01.05.2026 up to 12:00 p.m. The tenders received after this

Tenders : date and time will not be entertained under any circumstances.

11 Date of Opening : Dt.01.05.2026 up to 3:00 p.m. to Assistant Manager " West Zone

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

12 Mode of sending the Document shall be submitted in sealed envelope systems By

Tender RPAD/ Speed post/ Hand Delivery/ Courier in sealed covers as

Documents : described in submission of the tender.

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract

Specification : shall be applicable.

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 -9-

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 P/L Footpath-Paver Block And 12 months

Repairing Upgradation of Rs.29,99,796=07 Rs.30,000.00

FootpatPaver Block of Auda Lake

Surounding Atea and Other Different

Area of Sabarmati Ward of west zone

2. Tender (a complete set of bidding document) fee shall be Rs. 1,500/- 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.tender.nprocure.com, www.amc.nprocure.com to Dt.30.04.2026 at 6:00 PM tender

fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid

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 PM on Dt. 01.05.2026.

Seal and Signature of the Bidder Addl. City Engineer

SABARMATI WARD - 10 -

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of

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

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

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

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

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

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

SABARMATI WARD - 11 -

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - vrùb Ítul

y.Bgw.ftu. vrùb Ítul Ítulj ytuVem,

ztuo. hbKCtR vxuj CJl, WMbtlvwht, ybœtJtœ.

vrùb Ítul R-xuLzh ltuxem lk-08 /2025-26 btk ytJhe juJtguj ftbtule ÂJd<tu

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt.

2. yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg< mbgbtk btufjJtlt

hnuNu. mekdj xuLzh ftuve hœ fhJtbtk ytJNu.

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 - 12 -

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 - 13 -

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 - 14 -

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 3% (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 - 15 -

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 - 16 -

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

Name of Work :- P/L Footpath-Paver Block And Repairing Upgradation of

FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of

Sabarmati Ward of west zone

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

SABARMATI WARD - 17 -

(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

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

SABARMATI WARD - 18 -

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

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

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

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

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

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

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

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

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

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.

SABARMATI WARD - 19 -

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 &

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.

SABARMATI WARD - 20 -

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

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

SABARMATI WARD - 21 -

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

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)

SABARMATI WARD - 22 -

Mode of measurement

Measurement shall be paid by Rmt. basis.

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.

:- 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.21 :- 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.22 :- 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.23 :- 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.

Tha rate shall be for a unit of one CMT basis.

Item No.24 :- Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting

two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete

SABARMATI WARD - 23 -

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

directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer and

brought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in open or

partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale

or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into

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

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

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

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

is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of otherwise unfavorable

weather and all the surfaces shall be thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint shall be

applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with

paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and

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

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

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

before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before next coat is

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

coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings etc. shall be left

Approved best quality brushes shall be used.

Mode of measurements & payment :

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

The rate shall be for a unit of one SMT.

Item No.25,26,27

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

directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

SABARMATI WARD - 24 -

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer and

brought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in open or

partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale

or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into

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

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

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

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

is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of otherwise unfavorable

weather and all the surfaces shall be thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint shall be

applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with

paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and

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

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

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

before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before next coat is

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

the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings

etc. shall be left on the work.

Approved best quality brushes shall be used.

Mode of measurements & payment :

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

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

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

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

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

mouldings, edges, jambs, soffits, etc. of such opening.

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

areas in accordance with the mode of measurement for payment.

The rate shall be for a unit of one SMT.

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S.

flats at required spacings and frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill. (upto 10 ton) (R&B SOR year

Providing and fixing M.S grill of required pattem to wooden frame of windows etc.with M.S flats at reuired spacing and

frame around,square or round bars with round headed bolts and nuts or by screws (A) Plain Grill) . (upto 10 ton)

Item should be executed as per site requirements and instruction given by Engg-in-charge

SABARMATI WARD - 25 -

Mode of Payments shall be in Kg.

Item No.29 : Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

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

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

on Drainage SOR 2009-10)

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.30 : Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick

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

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

directed. (Based on Drainage SOR 2009-10)

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.31 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Mode of measurement

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.32 : 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 non working condition of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work) ( Based on Previously approved rate by C E sir )

Mode of measurement

Measurement shall be paid by Shift. basis.

Item No.33 : Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM 1:6 and

plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.

Mode of measurement

Measurement shall be paid by Nos. basis.

Item No.34 : Gully Trap: Providing & fixing S.W. Gully trap with C.I. grating brick masonry chamber &

water tight C.I. cover with frame of 300 mm x 300 mm size (inside) with standard weight.

Mode of measurement

Measurement shall be paid by Nos. basis.

Contractor’s Signature Add. City Engineer

SABARMATI WARD - 26 -

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

Name of P/L Footpath-Paver Block And Repairing Upgradation of

FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of

Sabarmati Ward of west zone

GENER AL SPECIFI C ATION

(1) The work shall be co mpleted wit hin 12 Month

(2) 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.

(3) 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.

(4) 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.

(5) 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.

(6) 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.

(7) 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.

(8) 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.

SABARMATI WARD - 27 -

(9) 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

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.

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

(11) Condit ional tender will not be accepted.

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

(13) tenders are liable to be rejected.

(14) 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 -

1. Wvhtuf< xuLzhtu su <u Jdobtk hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt. ÂJÂNÐ ÂfMmtbtk stu

xuLzhbtk œNtoJuj ntug <u bwsc yLg ftuLx[tfxh / buLgwVu¾ah xuLzh Che NfNu.

2. yt E-xuLzhbtk >NtoJuj «tEÍcez rmJtglt ztu¾âwbuLx zwÃjefux ftuveytu mt&u Chelu Wvhlt mhltbu ÁcÁ /Mvez

vtuMx &e rlg< mbgbtk btufjJtlt hnuNu.

3. Nh<e xuLzhtu hœ ct<j dKtNu.

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

5. ftuLx[tfxh©eytuyu xuLzh mt&u BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtle hnuNu ylu fJh Wvh

xuLzh lkch <&t ftuLxufx lkch MvÐ jFJtu. BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtbtk ln´

ytJu <tu xuLzh h> dKJtbtk ytJNu.

6. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtle hnuNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf

7. xuLzh Ve <&t R.yub.ze le hfblt z[tVx <&t vu ytuzoh xuLzh bwsc >huf xuLzh btxu yawf yjd yjd ChJtlt

8. ftuLx[tfxhtuyu xuuLzhbt cukflw ltb, Ft<t lkch, btRfh lkch ylu mhltbw MvÐ yûthtubt jFJw.

9. xuLzh Ve, R.yub.ze. ÂJltlt <&t ytuAe auf hfblt xuLzhtu hœct<j (fuLmj) dKtNu.

10. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhuj l ntug <u ftuLx[tfxhu xuLzh ChJt lne.

11. xuLzhtu mt&u BþfJtbtk ytJ<e yluoMx ble xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / jtufj btRfh auf

&e s MJefthJtbtk ytJNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf jFJtltu hnuNu. cukf duhuLxe

yb>tJt> NtFtle ntuJe sYhe Au.

12. ftuLx[tfxh©eytuyu JucmtEx Wvh xuLzh ltuxembtk >NtoÔgt Bþsc òu ftuE Mþ^tht J^tht fhJtbtk ytJuj nNu <tu btLg

htFJtlt hnuNu su ykdu AuÕjt 72 fjtf vnujt Juc mtEx Wvh su <u xuLzh auf fhe ChJtLþk hnuNu.

13. ybœtJtœ Bgw. ftu. Bttk Ítulj ytuVem/v.J.yu./«tusu¾x rJCtd ïtht htuz/rcÕzed/ce{s Ft<tytu ïtht cnth

vtzJtbtk ytJujt xuLzh sulw mcbeNl <t.01/07/2017 vAe fhJtlwk &tg Au.<uJt xuLzhtubtk <&t nJu vAe cnth

vtzJtbtk ytJlth Wvhtu¾< rJCtd/Ft<t <btb xuLzhtubtk GST lt ltuxeVefuNl bwsc GST ßgtk jtdw vzgtu

ntug ðgtk,mœhnwk ftblt Bidder yu GST ltuxeVefuNl bwscle yuÃjefucejexe ægtlbtk htFelu huxlwk cezekd

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

vrµbÍtul Esluh Ft<t îtht «ftrN<

SABARMATI WARD - 29 -

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK

fgto ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu stuFbu

ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u

ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg<

mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk ytJNu.

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth

vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu

SABARMATI WARD - 30 -

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 MAINTENANCE

To keep paver blocks and footpaths durable, safe, and aesthetically pleasing, a structured maintenance schedule is essential.

Pavers are "interlocking" systems, meaning their strength relies on the sand in the joints; if the sand disappears, the blocks

move and eventually crack.

Below is a comprehensive maintenance and repair schedule categorized by frequency.

1. Common Defects & Repair Actions

When inspections reveal issues, use this guide to determine the repair method:

A. Sunken or Uneven Blocks (Settlement)

 Cause: Poor base compaction or water washing away the bedding sand.

 Repair: 1. Carefully lift the affected blocks using a flat-head screwdriver or paver extractor.

2. Add additional bedding sand to the base and compact it.

3. Re-install the blocks and sweep new sand into the joints.

SABARMATI WARD - 31 -

B. Missing Joint Sand (The "Linchpin" of Pavers)

 Cause: Rain, wind, or aggressive power washing.

 Repair: Sweep Polymeric Sand into the joints. This sand contains a binder that hardens when misted with water,

making it resistant to washouts and weeds.

C. Cracked or Chipped Blocks

 Cause: Heavy vehicle impact or freeze-thaw cycles.

 Repair: Individual blocks should be replaced. This is why it is recommended to keep "attic stock" (extra blocks)

from the original installation to ensure a color match.

2. Checklist for Footpaths

 Contractor shall execute maintenance works as directed by the client and through self-inspection under the instruction

of Engineer-In-Charge.

 Surveying of footpaths and paver blocks shall be undertaken as and when required on the designated roads and

chawls, as instructed by Engineer-In-Charge.

 The inspection schedule shall be aligned with the following categories of complaints, with priorities determined by

the Engineer-In-Charge:

o CCRS complaints

o Complaints from MLSs/ Councilors

o Complaints from Officials

 The specific roads and chawls shall be surveyed as per below schedule as specified.

o The contractor shall visit the ward office once a week to obtain details of the roads scheduled for

inspection and conduct a survey of footpaths and paver blocks, as directed by the Engineer-in-Charge

 The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the

prevailing AMC circulars of SOM issued from time to time.

Contractor's Sign Addl.C.E.(westzone)

SABARMATI WARD - 32 -