Construction of Grouting work at Different road regarding excavation of drainage/water line laying work in Old vasahat in southzone Bahrerampura ward

Name Of Work:- Construction of Grouting work at Different road regarding excavation of

drainage/water line laying work in Old vasahat in southzone Bahrerampura ward

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)

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 DEPARTEMENT- (S.Z.)

Name Of work :- Providing and Supplying Cold mix material For Swachh Bharat Mission in

Baherampura Ward In South Zone.

Q'ty Item Rate Per Amount

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

1 trench back filling etc. comp. as directed by Eng.in

charge.(As per Labour skill devlopment & Employment

Department Government of Gujarat, Circular Dated 01-04-2023

Annexure Sr.No.6)

a 150.00 Mazdoor at day /Night 452.00 No

b 28.00 Makadam/ supervision at day / Night 474.00 No

Providing & Supplying JCB Machine on rental basis in case

of emergency situation and break down type work & also

during unavoidable condition as per instruction of

engg.incharge, rate includes all nece. shifting, fuel and

2 50.00 operating charges and stacking of useful & non-useful 535.71 Hour

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for pipe

line excavation and laying work) (Based on Previously

approved rate by CE sir ) (AMC Drainage SOR-Jan-2016)

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)

a 285.00 Production & Supply of WMM 1708.13 Cmt

b 285.00 Laying of WMM 31.25 Cmt

Hiring of tractor with trolley considering 8 Hrs. as working

4 115.00 day hours incl.Driver (GWSSB SOR 2022-23) Part-2 E 2104.09 Day

(Misc) It.No.7, Pg.No.105

Sipplying , loading, unloading, transportation of ready mix

7 9806.25 patch work material (cold mix) for potholes repairing work 15.75 Kg

etc completed as per instruction of engineer in charge.

AHMEDABAD MUNICIPAL CORPORATION

Name of Work :- Construction of Grouting work at Different road regarding excavation of drainage/water line

laying work in Old vasahat in southzone Bahrerampura ward

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 any number marked on them, 10.00 Hectare

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 CODE 20005 Item 50.00 Smt

no.as per NBO 20.23)

c Demolition & disposal of unservisable material with all lead and

lift for unreinforeced concrete. (AMC sor) 25.00 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 mortar.(R&B SOR 2021-22 ITEM 50.00 Cmt

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 25.00 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 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, & 250.00 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 2009-10)

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 directed upto 200 150.00 Cmt

Mt.lead.(R&B SOR 2021-22 ITEM CODE 26008 Item no.as

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

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 127 mm

at site (Rubble or Spoul)(RA Approved St.Com.Res 10.00 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 brushing for 25.00 Smt

removing all loose or dirts ect.comp. (RA Approved St.Com.Res

9 Supply of graded machine cut black trap stone aggregate (metal)

of Sevaliya / Timba or equivalent quality metal of size 25 mm to 25.00 Cmt

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

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 sq.m. of size 18 mm 50.00 Smt

passing in 9.5 mm retain rolling with 10 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 10.00 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

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 complete as 15.00 Cmt

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

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 10.00 Cmt

area with all lead and lifts.(R&B SOR 2021-22 ITEM CODE

26001EA Item no.as per NBO 26.16 Page No.168)

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 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 No.189,Dt.19/05/2022)

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 Compressor etc 200.00 Smt

complete. For D.B.M. or B.C.(RA Approved St.Com.Res

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 the rate of 0.03 200.00 Smt

cum/10 smt. and rolling with smooth wheeled and penumatic

roller and brushing etc. comp.(RA as per Approved St.Com.Res

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 400-1000 cp viscocity 25.00 kg

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

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 SOR 2009-10)

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 cover, 20.00 Nos.

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 10.00 Nos.

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

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& 2 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 lead -

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

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 2021-22 Item

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

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 Item 0.00 Cmt

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 Road Bridge 50.00 Smt

SOR 2021-22 Item Code 17002A,Item No.as per NBO-17.6

page no.121 Dist. AHMEDABAD SOR 2021-22)

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

comp. Directed. (Based on rate of central store circular 01/2021-

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

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

100x2mm MS flat allround, 16mm ø plain round bar for lifting the 10.00 Nos.

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 days etc. 10.00 Nos.

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

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 finishing smooth, 200.00 Kg

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

depth up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms

thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick

IPS flooring in the prop M15 at bottom and 15 mm thick cement 5.00 Nos.

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 by 5.00 Nos.

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 with necessary equipments and materials. The 5.00 Rmt

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

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 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. 50.00 Rmt

complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be

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

approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above item description

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

per approved rate

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. 150.00 Rmt

complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be

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

approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above item description

as per BOQ (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 material required for paint 100.00 Rmt

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

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 sand 25.00 Rmt

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. 140.00 Smt

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

block to be necessary. Cutting of paver block by machine cut only

and carting to be done. The Finished surface of the Paver Block

shall have reasonably good plain finish. Paver blocks shall be

compacted and shall be re-laid if necessary. Gravel or such type of

materials shall not be allowed for production. Laying on 5 Cms

thick sand bedding.(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 approved rate)

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 approved rate

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, etc complete, filling with zari 2.00 Rmt

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 the site etc.comp. as 2.00 Smt

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

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 05003A, NBO 10.00 Cmt

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 min 130 mcd/m2/lux and 100.00 Smt

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. 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 67 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

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 5.00 Nos.

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 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to 5.00 Nos.

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.

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 plastered concrete 50.00 Smt

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 dirt, dust and 80.00 Rmt

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 10.00 Nos.

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 10.00 Nos.

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 28.00 Nos.

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 approved rate)

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 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

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 35 x

3mm; painted with bestquality 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(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 epoxy coatings 20.00 Nos.

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

Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

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 6 Inches wide of Type XI Retro

reflective Sheeting, fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm).(AMC approved

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 0.00 Nos.

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

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 No.05014C as

per NBO-5.4.11 page no.49 Dist. AHMEDABAD SOR 2021-22)

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 complete.(B) Walls, fom 0.00 Cmt

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 tractor trolly 0.00 MT

including fuel, driver etc complete as directed. (AMC Zonal

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

table in line, level and in required gradient including 25 mm thick

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 0.00 MT

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 etc.comp. as directed. (AMC 0.00 Smt

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, rate also includes 0.47 MT

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 Grouting work at Different road regarding excavation of

drainage/water line laying work in Old vasahat in southzone Bahrerampura

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-2” 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. 15,00,000.00/-

6 Earnest Money Deposit Rs.15000/-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 Grouting work at Different road regarding excavation

of drainage/water line laying work in Old vasahat in southzone Bahrerampura ward

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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rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme zu.Bgw.frb©h

(œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle

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6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk

hSMxuNl fhtJJtLþk hnuNu.

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www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

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14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht

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hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf ftb

ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

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sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg

<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the

vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu

BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.

juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn <ubs

ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu

ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

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yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

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yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bsw htulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

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28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

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34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

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

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

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)