Construction of T.P. Road & Existing road in Grouting Level at Old vasahat Different location of in baherampura ward south zone

Name Of Work:- Construction of T.P. Road & Existing road in Grouting Level at Old vasahat

Different location of in baherampura ward south zone

AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) Dy. CITY ENGINEER (SOUTH-ZONE)

AMDAVAD MUNICIPAL CORPORATION AMDAVAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG

AMDAVAD – 380008 AMDAVAD –

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SAVA SADAN

South zone office Building, Rambaug, Maninagar Ahmedabad

TENDER NOTICE NO.

NO.-21 /2025-26/SOUTH

On Line Tenders (E (E-Tendering) are invited by Ahmedabad Municipal

Corporation from the eligible interested bidders who fulfill the qualifying criteria as

specified by AMC for different Road,water, Drainage/SWD & Building work of South

Sr.No Department No.of work

The details may be download of above notice will be available in

www.Tender.nprocure.com

.nprocure.com and www.

www.tender.nprocure.com from Date:-13-03-2026

06-04-2026 Up to 18.00 hr.. Prescribed e-formform as well as Price bid should be submitted

online so as to reach at address cit

cited below on or before date 06--04-2026 up to

Hrs. All relevant documents must be submitted by speed post or hand delivery along with

processing fees as mentioned

ntioned iin the Tender document on date 07-04-2026

Assistant Manager (South zone), Ahmedabad Municipal Corporation

South zone Office Building, Rambaug, Maninagar, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TENDER FORM (SOUTH ZONE)

AHMEDABAD MUNICIPAL CORPORATION

Name of Work :- Construction of T.P. Road & Existing road in Grouting Level at Old vasahat Different location of in

baherampura ward south zone

Sr. Item Quantity Amount

1 Carry out complete alignment survey work using total station

for the length and width as decided by Engineer in charge for

complete length of road and additional length as required.

The width to be surveyed will be up to TP Boundary and

beyond that as required, including marking of TBM, its

coordinates, station points, their coordinates, center line of

alignment, taking ground level details of existing structures,

details of all utilities below GL, manholes, catch pits, existing

utility services, light poles, trees, over head electrical lines,

BSNL section pillar/ box, Torrent electrical boxes, including 20.00 Hectare

any number marked on them, road dividers, foot paths, etc.

within complete working area and additional areas Rate

includes submission of longitudianlsections, cross sections,

Detailed drawing in AUTOCAD, Reports of survey work in

three hard colour copies with soft copy of AUTOCAD

drawing, in CD to Engineer incharge as directed for each road

Submission of drawing in hard copy and soft copy as per

specification. (AMC approved rate)

2 Dismantling the following including loading, unloading and

disposal of unserviceable material for all lead or as directed

by Engineer-In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits complete.

a central verge -kerb stone (AMC sor)

b Dismantling tiled or stone floors laid in mortar including

stacking of serviceable material and disposal of uservicalble

material with all lead and lifts.(R&B SOR 2021-22 ITEM 50.00 Smt

CODE 20005 Item no.as per NBO 20.23)

c Demolition & disposal of unservisable material with all lead

and lift for unreinforeced concrete. (AMC sor) 50.00 Cmt

d Demolition of brick work & stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In cement 50.00 Cmt

mortar.(R&B SOR 2021-22 ITEM CODE 20003B Item

no.as per NBO 20.11)

e Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift. (I)

R.C.C work.(R&B SOR 2021-22 ITEM CODE 20002 Item 50.00 Cmt

no.as per NBO 20.3)

3 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

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, & 500.00 Smt

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, & 1.00 Smt

transportation etc complete.

4 Barricading the entire break down or excavated area on rental

basis using wooden ballies / M.S.angles at max. 2.00 meter

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

to avoid accident & for smooth traffic diversion & movement

including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out

the work with necessary required arrangement. ..The same

shall be removed after completion of work. (Only for break

down work from start to complete) (Based on Drainage SOR

5 Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as 1500.00 Cmt

directed upto 200 Mt.lead.(R&B SOR 2021-22 ITEM

CODE 26008 Item no.as per NBO )

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

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

of any kind executed outside the road site. Rate also includes

spreading & levelling etc complete. Internal conveyance

above 50 mt done within the work site is not payable. (R&B

2021-22 Statement No.5 Page no.5 & RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a a) Lead up to 1 Km.

b b) Lead From 1Km to 2 Km. -

c c) Lead From 2 Km to 3 Km. -

d d) Lead From 3 Km to 4 Km. -

e e) Lead From 4 Km to 5 Km.

f f) Lead From 5 Km to 10 Km. -

g g) Lead From 10 Km to 15 Km. -

7 Supplying of graded hand broken stone size of 90 mm to

mm at site (Rubble or Spoul)(RA Approved St.Com.Res 100.00 Cmt

8 Labour charges for spreading the spouls 127 mm thick layer

good earth filling in voids correcting the grade & camber

comp. with rolling, watering, incl. preparing the surface by 100.00 Smt

brushing for removing all loose or dirts ect.comp. (RA

Approved St.Com.Res No.189,Dt.19/05/2022)

9 Supply of graded machine cut black trap stone aggregate

(metal) of Sevaliya / Timba or equivalent quality metal of

size 25 mm to 40 mm. (RA Approved St.Com.Res

10 Labour work for spreading the metal 85 mm thick in single

layer, incl. providing & applying bitumen for semi grouting

2.5 kgs/sqm. & Providing & spreading the key black trap

aggregate of good quality on top at the rate of 0.013 cmt. per 100.00 Smt

sq.m. of size 18 mm passing in 9.5 mm retain rolling with

tonne roller etc. comp. as directed.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)

11 Supplying and Spreading good quality coarse sand free from

Impurities including Transporation to Site and labour cost for 30.00 Cmt

Spreading etc. Comp. as directed.( Approved AMC rate)

12 Rolling of Earth Work in layers with power roller including

spreading of earthwork and filling in depressions which

occurs during the process.(R&B 2021-22 ITEM CODE

26002A Page no.41)

13 Watering of Earth as Directed.(R&B 2021-22 ITEM CODE

26003 Page no.41) 50.00 Cmt

14 Collecting carting, stacking , spreading and levelling coarse

sand in 150 mm thick compacted layer including watering up

to OMC ,rolling and consolidation with power roller etc 40.00 Cmt

complete as directed.(RA Approved St.Com.Res

15 Earthwork for embankment including breaking clods,

dressing with all lead and lift. From Borrow area with all

lead and lifts.(Including watering and consolidation)

From Borrow area with all lead and lifts.(R&B SOR

2021-22 ITEM CODE 26001EA Item no.as per NBO

16 Construction of granular Sub base using crusher run, -

spreading in uniform layers with motor grader on prepared

surface mixing by mix in place method with front end loader

at OMC and compacting with vibratory roller to achieve the

desired density, complete as per tender specification. For all

grade.(RA Approved St.Com.Res No.189, Dt.19/05/2022)

Production & Supply of GSB (Crusher Run)

Laying of GSB (Crusher Run)

17 Providing, laying, spreading and compacting graded stone -

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

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

uniform layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)

Production & Supply of WMM

18 Providing and applying primer coat with cationic bitumen

emulsion SS1 grade conforming to ASTM GRADE on

prepared surface of wet mix macadam including clearing of

Wet mix macadam surface with air compressor to remove all

loose material other foreign material. The primer shall be

sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be 50.00 Smt

applied by a self-propelled or towed bitumen pressure

sprayer, equipped for spraying the material uniformly at a

specified rate. No dilution or heating at site of SS1 bitumen

emulsion shall be permitted.(RA Approved St.Com.Res

19 Providing & applying Tack coat with VG-30 Grade bitumen

using bitumen pressure distributor at the rate of 0.20-0.30

kg/sqm on the existing bituminous surface cleaned with Air 200.00 Smt

Compressor etc complete. For D.B.M. or B.C.(RA

Approved St.Com.Res No.189, Dt.19/05/2022)

20 Providing and laying Asphalt painting on B.T. surface

immediately after laying work complete with all respect,

using bitumen VG-30 @ rate of 5 kg/10 smt by Mechanical

sprayer and spreading the stone dust on prepared surface at 200.00 Smt

the rate of 0.03 cum/10 smt. and rolling with smooth wheeled

and penumatic roller and brushing etc. comp.(RA as per

Approved St.Com.Res No.189,Dt.19/05/2022)

21 Suppling and mixing in bitumen tank Nano technology based

reactive penetrative 100% organo silane compound (anti

stripping agent) for chemical bonding complete, coating and

consistant compaction of hot mix asphalt. the product should

be soluble in asphalt and water.the product should be in 400- 50.00 kg

1000 cp viscocity as approved by Engineer in charge.The

material should be supplied in 20 kg carbos at hot mix plant

and mixing shall be done as per specification.(R&B SOR

2021-22 Sr No.1013 Code Number 983)

22 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

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

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

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

d (D) up to 0.90 mt. (@ Ten Coarse )

23 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 20.00 Nos.

cover, removing the debris from chamber and carting the

same as directed. (Based on Drainage SOR 2009-10)

24 Raising of Existing manhole. Item includes, cutting of

existing road surround by Manhole by diamond cutter

machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also

included necessary brick work to raise the manhole at road

level in CM 1:3. Item also included fixing of Manhole frame

at exact road level by using fibre reinforced thixotropic

repair mortar material, Laying of concrete made from special

bonding chemical flowable micro concrete material in desired

thickness and laying of hot mix bituminous material in upper

layer and compaction of hot mix bituminous material by Plate

compactor machine. Rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 mm thickness on raised

brickwork. (AMC approved rate)

25 Excavation for pipe line trenches for sewerage line, manhole -

etc all with shoring and struting if required as per required

gardient and line including safety provisions using site railes

and stacking excavated stuff including upto all required lead

cleaning the site etc. Complete for all leads and strata as

specified. (GWSSB SOR-2022-23, page no:32, section: 1&

B labour, Item no:1)

Excavation upto 1.5mt depth 0.00 -

a) In all sorts of soil and soft murrum

b) In hard murrum, boulders including macadam road -

Excavation upto 1.5 to 3.0mt depth 1.00 -

a) In all sorts of soil and soft murrum -

b) In hard murrum, boulders including macadam road -

26 Providing bedding including ramming, watering , levelling, -

consolidating etc complete as per standards and instruction of

engineer in charge.(GWSSB SOR-2022-23, page no:32,

section: 1& 2 B labour, Item no:3)

a) As above with selected excavated earth available near site -

b) As above with murrum brought from outside including all -

c) As above with required quality sand brought from outside -

including all lead 0.00 Cmt

27 Providing & Supplying ISI Standard RCC pipes (of sulphate -

resisting cement) in a standard lengths of following class &

dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC

collar for RCC pipes including taxes, carting, loading,

unloading, etc complete. Including labour work for lowering,

laying, jointing, RCC pipes in CM 1:1 1/2 of following

diameters in proper position, grade and alignent at all as

directed by engineer in charge. inlcuding conveyance from

store to site of work labour giving hydraulic testing and all

necessary testing as per IS code .(GWSSB SOR-2022-23,

page no:15, Item no:10.2.A & 10.3 & section part 1&2 B

labour section, item no:11.B) (RCC pipe Horizontal cast)

a) 300 mm internal diameter 1.00 Rmt

b) 450 mm internal diameter

c) 600 mm internal diameter

28 Providing, laying and jointing in true line and level UPVC -

pipe (SCH-40) of following dia. Including fittings of standard

make as approved by Engineer-in-charge. (R & B SOR

34 Providing and supplying,and jointing ISI mark only standard -

length stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision)

including labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion, grade and

alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete

(GWSSB SOR 2022-23 , Item 11.2 page 17 + Item 12

Class AA 0.00 -

c 230 mm dia 0.00 Rmt 400.54 -

29 Brick work using common burnt clay building bricks having

crushing strength not less than 35kg./Sq.Cm. In foundation

and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Conventional.(R & B Building Road Bridge SOR 2021-22 50.00 Cmt

Item Code 06001BA,Item No.as per NBO-6.12 page

no.64Dist. AHMEDABAD SOR 2021-22)

30 Providing15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brickwalls for interior

plastering upto floor two level and finished even and smooth

in (i) Cement mortar 1:3 (1-cement:3-sand) (R & B Building 50.00 Smt

Road Bridge SOR 2021-22 Item Code 17002A,Item No.as

per NBO-17.6 page no.121 Dist. AHMEDABAD SOR

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

etc. comp. Directed. (Based on rate of central store circular

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

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

design, 100x2mm MS flat allround, 16mm ø plain round bar 50.00 Nos.

for lifting the cover & should be fitted with plastic cups.

32 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 45.00 Nos.

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

supplied byA.M.C.(from any store) (AMC approved rate)

33 Providing and fixing cast iron manhole frame of weight 80 to

85 kg suitable for existing EHD-35 FRC MH cover, rate also

incl. loading, unloading and fixing the frame in line and

level to match exisisting road level in C.C. 1:2:4 and 1600.00 Kg

finishing smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge. (AMC

approved Rate )

34 Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

(1:6) with 40 mm thick IPS flooring in the prop M15 at 5.00 Nos.

bottom and 15 mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) with out jali etc. comp. as

directed. (AMC approved Rate )

35 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.. As directed 5.00 Nos.

by engineer in charge. (AMC approved Rate )

36 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 5.00 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 production.(AMC approved Rate )a) Laying on 5 cm thick

37 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-

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

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with vibratory

system for kerb stones of approved design including curing,

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

The rate shall also include necessary cutting of asphalt, fixing

the Kerb stones in line and level on 5 cm thick sand bedding 90.00 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 production. (AMC approved Rate )a) Laying on 5 cm

thick Sand Bedding

38 Pre cast concrete kerb Providing and fixing M25 Grade of

concrete precast exposed / Fair finish / texture finish kerb

stones of approved make as per approved sample of any size

and any type. Kerbs shall be fixed on the foundation prepared

as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb

system with chamfered type of kerbs including necessary

accessories of kerb like radius kerb, angles and quadrant

kerbs, droplet kerbs etc. complete as per drawing. Kerb shall

be fixed as paper joint without any jointing material.

However cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description as per

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

39 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.As per

40 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 200.00 Rmt

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) Rate Anlaysis as per AUDA tender

41 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 49.00 Rmt

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. (based on Road Project sor)

42 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.(AMC approved Rate )

43 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.(AMC approved Rate )

44 Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks of specified thickness, size, grade

of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per

approved sample of approved make for footpath, parking

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

in the drawing. Including providing and laying 50 mm thick

averave bedding layer of coarse sand below paver block as

per required grading and specification. Laid paver block shall

be mechanically compacted. The work of the paving blocks

shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same

specification shall be used at residue or at end. It should be

laid in such a way that the no cutting of the paver block to be

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

cut by machine only and laying to be done by skilled flooring

mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted

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

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

35 grade Grey Paver block of size 200mm x 200mm.(AMC

45 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 Paver block of size 200mm x 200mm. As per

46 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, 2.00 Rmt

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.

47 Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm thick sand bedding,

levelling,watering and fixing in line & level as well cleaning 2.00 Smt

the site etc.comp. as directed.(AMC approved Rate )

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

fine sand : 10- graded brick bat aggregates 40mm nominal

size) and curing complete.(R & B SOR Item code 05009A,

NBO 5.3.8 Page 74)

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

Coarse sand : 6- Hand broken stone aggregates 40mm

nominal size) and curing complete.(R & B SOR Item code 50.00 Cmt

05003A, NBO 5.3.2 Page 73)

50 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds

as per IRC:35-2015. The finished surface to be level, uniform

and free from streaks and holes.zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cement road shall be 100.00 Smt

min 130 mcd/m2/lux and Asphalt road shall be

min100mcd/m2/lux during the service life during the

daytime.The marking should meet the performance criteria

for night time reflectivity,wet reflectivity and skid resistance

as mentioned in the section-15of IRC35-2015.Warranty for

the Retro reflectivity should be two years.(R & B SOR Item

code 26161 Page 238) Note: The thermoplastic paint shall

be of Asian, berger, kataline and automark and as per

MORTH latest revision.

51 Fexible Median Marker : Providing and Fixing of Flexible

Median Marker that are made of tough, high impact resistant,

injection-molded, thermoplastic body with property of

flexibility to provide high durability. The dimension of

Flexible Median Marker should not exceed 18.4 cm in

height(including shank height),12.5 Cm in width. ,0.65 cm in

thickness and shank depth shall be 3.4 cm The body structure

shall be rounded at all its corners and edges. The plastic used

for molding the Flexible Median Marker should survive

impact load of 5kg continuously for 750 times at room

temperature. The logo of the manufacturer shall be embossed

on either side of the body in the injection molding process. 50.00 Nos.

The Median Marker shall have flame like shaped body with,

fluorescent yellow color retro-reflective sheeting of size not

less than 90 Cm square, with fully reflective micro prismatic

cube corners as its retro-reflective elements as per IRC

2012 and ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflective sheeting shall be one

or both sides of the Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge

lifting, vandalism, sheeting damage, etc. The Flexible Median

Marker shall be fixed by a combination of epoxy adhesive

and grouting as recommended by. (AMC approved rate)

52 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds

as per IRC:35. The finished surface to be level, uniform and

free from streaks and holes.) Directional Arrow, Lettering.

(AMC approved rate)

53 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro

prismatic lens (No glass bed lens) capable of providing total

internal reflection of the light entering the lens face and shall

support a load of 13635 kgs .tested in accordance to ASTM D

4280 Type Hand complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97-DO III Dt

11.06.1997 .The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area

of 13 Sqcm on each side and the slope to the base shall be 35

+/- 5 degree.The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2mm and

height not less than 30 +/-2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside,without nails and

using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as

per the IRC35-2015 and as directed by Engineer-in-charge.

(R & B SOR 2021-22 Item No. 26162A, page 239)

54 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 50.00 Smt

plastered concrete surfaces) (AMC approved Rate )

55 C.R. Base Road Marking Painting lines, dashes, arrow, letters -

etc. on Road, Air fields and like in two coats with road road

marking paint , brushing including cleaning the surface of all

dirt, dust and other foreign matter.(AMC approved Rate )

Over 10 cm in width

56 C.R. Base Road Marking Painting lines, dashes, arrow, letters

etc. on Road, Air fields and like in two coats with road road

marking paint , brushing including cleaning the surface of all 80.00 Rmt

dirt, dust and other foreign matter. (ii) Up to 10 cm in width

57 RETRO –REFLECTORISEED TRAFFIC SIGN Cautionary

signage 60cm equilateral triangle plus 60 cm x 20cm

rectangular additional plate. Providing and fixing of

reflectorised cautionary, mandatory and Informative sign as

per IRC-67-2012 made of micro prismatic grade sheeting as

per ASTM 4956-09 Type -XI fixed over 4 mm thick

Aluminum Composite Material supported With frame

fabricated from suitable size MS angle 40mm x 40mm x

5mm square box or equilateral triangle as required on a mild

steel angle iron post 65mm NB MS MW pipe or equivalent

MS Pipe section firmly fixed to the ground. The total height

of pole/Stand post is 3.3 mt and clear height is 2.1 from the

footpath top or ground level by means of properly designed

foundation with M25 grade cement concrete

45cmx45cmx60cm below footpath/ ground level as per

approved drawing including excavation, curing etc. complete

under the supervision of engineer In Charge. The pole shall

be Painted with best Quality epoxy coating in Black and

white Bends. The details of symbol for each board shall be as

per the instruction of engineer incharge.(Ahmedabad

Municipal Corporation Engineering Department Traffic

Project 2015-16 SOR)

58 Supplying And Fixing Jumbo bollard swiss type Made

out of 1.5 cm crc sheet height 188 cms. Bottom dia 30

cms. Top dia 18cm. With direction plate of 45cm dia.

Fabricated as per attached drawing, pre treated with

phospheting process painted with apoxy

coating reflectorised with retro reflective sheetings

specified by M.O.R.T & H.'s latest specification.(B) High

Intensity Grade. (AMC approved rate)

59 RETRO –REFLECTORISEED TRAFFIC SIGN Mandatory

Signage 60cm circular plus 60 cm x 20cm rectangular

additional plate. Providing and fixing of reflectorised

cautionary, mandatory and Informative sign as per IRC-67-

2012 made of micro prismatic grade sheeting as per ASTM

4956-09 Type -XI fixed over 4 mm thick Aluminum

Composite Material supported With frame fabricated from

suitable size MS angle 40mm x 40mm x 5mm square box or

circular as required on a mild steel angle iron post 65mm NB

MS MW pipe or equivalent MS Pipe section firmly fixed to

the ground. The total height of pole/Stand post is 3.3 mt and

clear height is 2.1 from the footpath top or ground level by

means of properly designed foundation with M25 grade

cement concrete 45cmx45cmx60cm below footpath/ ground

level as per approved drawing including excavation, curing

etc. complete under the supervision of engineer In Charge.

The pole shall be Painted with best Quality epoxy coating in

Black and white Bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. (AMC

60 RETRO –REFLECTORISEED TRAFFIC SIGN Cautionary

signage 60cm equilateral triangle plus 60 cm x 20cm

rectangular additional plate. Providing and fixing of

reflectorised cautionary, mandatory and Informative sign as

per IRC-67-2012 made of micro prismatic grade sheeting as

per ASTM 4956-09 Type -XI fixed over 4 mm thick

Aluminum Composite Material supported With frame

fabricated from suitable size MS angle 40mm x 40mm x

5mm square box or equilateral triangle as required on a mild

steel angle iron post 65mm NB MS MW pipe or equivalent

MS Pipe section firmly fixed to the ground. The total height 50.00 Nos.

of pole/Stand post is 3.3 mt and clear height is 2.1 from the

footpath top or ground level by means of properly designed

foundation with M25 grade cement concrete

45cmx45cmx60cm below footpath/ ground level as per

approved drawing including excavation, curing etc. complete

under the supervision of engineer In Charge. The pole shall

be Painted with best Quality epoxy coating in Black and

white Bends. The details of symbol for each board shall be as

per the instruction of engineer incharge.(AMC Engineering

Department Traffic Project 2015-16 SOR)

61 8 12.00 RETRO–REFLECTORISEED TRAFFIC SIGN

Informatory signage 60cmx45cm rectangular plus 45 cm x

20cm rectangular additional plate. Providing and fixing of

reflectorised cautionary, mandatory and Informative sign as

per IRC-67-2012 made of micro prismatic grade sheeting as

per ASTM 4956-09 Type -XI fixed over 4 mm thick

Aluminum Composite Material supported With frame

fabricated from suitable size MS angle 40mm x 40mm x

5mm rectangular box as required on a mild steel angle iron

post 65mm NB MS MW pipe or equivalent MS Pipe section

firmly fixed to the ground. The total height of pole/Stand post

is 3.3 mt and clear height is 2.1 from the footpath top or

ground level by means of properly designed foundation with

M25 grade cement concrete 45cmx45cmx60cm below

footpath/ ground level as per approved drawing including

excavation, curing etc. complete under the supervision of

engineer In Charge. The pole shall be Painted with best

Quality epoxy coating in Black and white Bends. The details

of symbol for each board shall be as per the instruction of

engineer incharge. (AMC approved rate)

62 Hazard Marker Sign :‐Providing and fixing sign boards

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms. rectangular

as per design of IRC‐67‐ 2022. Pre treated with

phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type‐11 as per ASTM D‐4956 and

latest M.O.S.T.Specifications; 1.8mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality epoxy coatings in 1.00 Nos.

black and white bends. The details of symbol foreach

board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be

submitted by contractor. (A) Class‐C Type‐11 Retro

Reflective sheeting(AMC approved rate)

63 Give Way Sign :‐Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC‐67‐2022. Pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type‐11 as per ASTM

D‐4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality 56.00 Nos.

epoxy coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall

be submitted by contractor. (A) Class‐C Type‐11 Retro

Reflective sheeting

64 Providing and fixing Swiss type bollard made out of

1.5mm CRC sheet ,height 140cms,bottom dia

23cm,top dia 12cm with direction plate of 30 cm

dia fabricated necessary anchors as directed and also

provide through out lengh pipe of 25 NB for the

strenthing of bollard and reflectorised Micro Prismatic

Grade Sheet (Type XI)and three yellow strip

Inches wide of Type XI Retro reflective Sheeting, fixing

with P.C.C M25 grade concrete(Foundation size

30cm×30cm×35cm).(AMC approved rate)

65 Directional board : Providing and fixing Directional sign -

boards made out of 4mm. Aluminum composite Panel (ACP)

in cubical shape of dimensions 153 cm x 122 cm x 17cms

(avg. ) Framed on 25 x 25 x 5 Equal angle sections as per

drawing including sufficient horizontal support and diagonal

bracing to withstand static as well as dynamic (WIND

LOAD) after mounting it on 100x100x3.6 mm. M.S. Square

Hollow Section(CHS) with 6 mm. M.S. Plates and stiffeners

in such a manner that they are not visible from out side. The

composite panel face is covered with micro prismatic grade

Sheeting confirming to type XI as per ASTM-D 4956 -09 .It

should bear minimum 10 Yrs. outdoor exposed performance

supported by the Reflective - Sheeting manufacture is having

legal jurisdiction in India. The letters (dual languages),

symbols, borders shall be made of same material either by

screen printing or by cut sheet lettering as recommended by

the sheeting manufacture.The board sides (Top, Bottom,

Sides and back side) are covered with round 4 MM

Aluminium composite Panel(ACP) Blue Color sheet .The

board sides are fabricated with 25x 6mm ms flat in round

shape . The sign shall be installed at site on MB110 MS CHS.

at 2.10 mt. clear bottom height from the pavement in M25

grade cement concrete block of 0.45 m x 0.45 m x 0.90 m

dimensions as directed by the Engineer in charge. Total

length of pole will be of 4.53 m height. Back side of

directional board shall be made of Flex board maintaining

with Ahmedabad Municipal Corporation letters and its logo

according to instruction of Engineer -In charge. Nothing shall

be paid for carting from factory to the fixing site within AMC

limit.(AMC approved rate)

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

including bending,binding and placing in position complete

upto floor two level (R & B Building SOR 2021-22 Item 0.00 Kg

No.05014C as per NBO-5.4.11 page no.49 Dist. AHMEDABAD

67 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 0.00 Cmt

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

two level (upto 10ton). (As Per Auda Approval Rate)

68 Re-carting of Hotmix material from place of Work / AMC -

store to Location of laying havind narrow width like chawls,

poles, gamtal roads using JCB for loading to transorting by 0.00 MT

tractor trolly including fuel, driver etc complete as directed.

(AMC Zonal Approved Rate)

69 Providing and setting 50 to 60 mm thick rouge kotah stone -

water table in line, level and in required gradient including

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. (SMC

Approved tender Rate)

Size : 1' x 1'(40 to 50 mm thick) 0.00 Rmt 103.52 -

70 Fabricating, supply and erecting in position Standard -

Structural steel sections conforming to IS 2062 for railing

skywalk, stair, or other works using ISMB, ISA, ISMC, MS

plate, flat, square bars, pipe, square pipe, rectangular sections,

square section, tube, etc. including welding, cutting, wastage,

etc. complete. The rate is inclusive of welding rod, supply &

fixing of correct size nut, bolts, washers, including one

primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of

aluminium paint as per IS:2339 OR enamel paint of color as

selected by engineer incharge, with all contractor's materials,

labour, tools & plants, in bolted/welded construction as

directed by Engineer-in Charge. The waste cut pieces shall

not be included in the paying quantity. The work shall be

done as per drawing and specification. The work shall be

carried out as per IS:800, IS:816 (AMC approved rate)

71 Labour work for fixing interlocking blocks / any kind of -

pavement on up to 50 mm th sand bedding, levelling,

watering and fixing in line & level as well cleaning the site 0.00 Smt

etc.comp. as directed. (AMC approved rate)

72 Labour charges for hand laying hotmix material DBM/BC on

the road surface in line & level incl. cleaning the surface with

air compressor and if require re carting material by JCB at

necessory place of work also rolling with 8 ‐ 10 tonnes

vibratory roller and Dust spreading on BC after rolling, 0.10 MT

rate also includes re‐carting of Hotmix material from

place of Work / AMC store to Location of laying having

narrow width like chawls, poles, gamtal roads etc. complete.

(AMC approved rate)

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Add. City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Construction of T.P. Road & Existing road in Grouting Level at Old

vasahat Different location of in baherampura ward south zone

2 Time Limit 12 Months (include monsoon)

3 Tender Validity Period 120 days from the date of submission of the tender

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

orequivalent registration with any other state Govt. or institutions.

5 Estimated Cost put to

tender Rs. 50,00,000/-

6 Earnest Money Deposit Rs.50000/-Demand Draft Or Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

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

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.1500/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Dt:-13-03-2026

11 Last date of receiving 06-04-2026 18:00 Hrs.The tenders received after latest schedule date

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

12 Date of Opening To be Intimated after technical bid evaluation

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

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

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

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

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

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of security deposit towrdes they expences, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

from the cirtified date of complition. (b) for all workscosting more

than Rs. 50,000 and upto Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 10 % of the balance work after Time limit expired as Peta Work

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

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

19 For E.P.F. O/ESIC Act. As per Account department cicular no.27, date-07/01/2026

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Add City Engineer

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

btuctEj lkch mt&u (œrûtK Ítul)

Bank guarantee shall be submitted as per AMC Finance Department Circular No.6 dated 12-05-2025

A. Guarantees issued by following banks will be accepted as

SD/EMD on permanent basis.

 AllnationalizedBanks

B. Guarantees issued by following banks will be accepted as

SD/EMD forthe period up to March- 31, 2026. 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

1. CommercialBanks:-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. CityUnion Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammuand Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20.Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24.Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. Co-operativeandRuralBanksOfGujarat:-

1. The Ahmedabad MercantileCo-operativeBankLimited

2. Nutannagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operativeBank

5. SBPP Co-operativeBank

6. SVCCo-operativeBank

7. TheCosmosco-opretiveBank

8. The GujaratState Co-OperativeBank

9. TheMehsanaUrbanCo-operative Bank Limited

10. The Surat DistrictCo-operativeBank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal DistrictCo-operativeBank

14. The Baroda DistrictCo-operativeBank

15. Baroda GujaratGram in Bank

16. Saurashtra GraminBank

Seal and Signature of the Bidder Add City

Engineer(South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

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

"approved" by the Engineering in charge.

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

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

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

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

shall be referred to.

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

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

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

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

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

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

the work and also of the work itself.

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

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

17. Contractor shall have to execute extra item if required only after necessary permission from

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

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

AMC's Consultant for this project.

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

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

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

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

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

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

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

necessary to fulfill the intent of the plants and specifications.

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

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

Corporation. will be payable by the contractor.

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

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

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

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

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

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

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

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

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

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

paying all costs in connection therewith.

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

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

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

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

of diesel operating sets etc. as the case may be.

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

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

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

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

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

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

the contractors.

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

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

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

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

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

37. The contractor shall have to paid balance Security Deposit within 10 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 10 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

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

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

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

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Add. City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Construction of T.P. Road & Existing road in Grouting Level at Old vasahat

Different location of in baherampura ward south zone

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the

above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have

visited site & fully acquainted with local situations regarding materials, labours & others factorspertaining to

work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

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www.ahmedabadcity.gov.inWvh Bþfuj Au.

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NY fhtJJtLþk hnuNu.

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m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

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36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

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

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress

of work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as

per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be

brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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

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

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

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be

final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the rejected

materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall

have to cart daily from site.

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

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

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

make his own arrangement for water required for the work.

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

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

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

decision of Add. City Engg. shall remain final regarding rate.

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

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

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

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

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

shall have to prepare the measures boxes according to this measure.

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

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

Rules framed the to under.

The tender for the work shall remain open for a period (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 work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully :-

i) Conditional tender shall not be accepted.

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

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

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

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

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

Gujarat Book Depot, Sector-21. Gandhinagar. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP Add. CITY ENGINEER

Mobile No.:- (South Zone)