Providing and Laying of Rubber Moulded Paver Block/ RCC Road under Councilor/ MLA/MP Budget in Society in Different areas in Indrapuri Ward in South Zone.

Name Of Work :- Providing and Laying of Rubber Moulded Paver Block/ RCC Road under

Councilor/ MLA/MP Budget in Society in Different areas in Indrapuri Ward in South Zone.

AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. 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

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

AMDAVAD – 380008 AMDAVAD –

AHMEDABAD MUNICIPAL

MAHANAGAR SAVA SADAN

South zone office Building, Rambaug, Maninagar Ahmedabad

E-Tender Notice No – 18/2025-26

On Line Tenders (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

1 Road/Footpath

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

www.amc.nprocure.com and www.nprocure.com from Date:-10/02/2026 to

02/03/2026 Up to 18.00 hr.. Prescribed e-form as well as Price bid should be

submitted online so as to reach at address cited below on or before date 02/03/2026 up

to 18.00 Hrs. All relevant documents must be submitted by speed post or hand

delivery along with processing fees as mentioned in the Tender document on date

Assistant Manager (South zone), Ahmedabad Municipal Corporation

South zone Office Building, Rambaug, Maninagar, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of work:- Providing and Laying of Rubber Moulded Paver Block/ RCC Road under Councilor/ MLA/MP Budget in Society in

Different areas in Indrapuri Ward in South Zone.

Item Description Qty. Rate in Rs. Per Amount

Box cutting the road surface to proper slope and camber for making a

1 base for road work including removing the excavated stuff and 90.00 127.13 Cmt

depositing on the road side slope as directed upto 200 Mt.lead

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

2 garbage, sludge, excavated rock , fly ash, aggregate of any kind etc

complete up to 10.0 KM lead.

a) Lead up to 1 Km. 8.00 23.39 Cmt.

b) Lead From 1Km to 2 Km. 8.00 30.94 Cmt.

c) Lead From 2 Km to 3 Km. 20.00 38.37 Cmt.

d) Lead From 3 Km to 4 Km. 24.00 45.52 Cmt.

e) Lead From 4 Km to 5 Km. 75.00 52.42 Cmt.

f) Lead From 5 Km to 10 Km. 15.00 78.54 Cmt.

g) Lead From 10 Km to 15 Km. 5.00 104.65 Cmt.

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3-Coarse sand

3 :6-Hand broken stone aggregates 40mm nominal size) and curing 25.00 2,339.59 CMT

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

4 bending,binding and placing in position complete upto floor two level. 2,500.00 63.10 KG

(As Per Road Tender) As per R & B SOR 5014C

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

removing damaged brick work and repairing by brick masonry in C.M.

1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet -

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

(A) up to 0.15 mt. (@ Two Coarse) 7.00 728.82 No

(B) up to 0.35mt. (@ Four Coarse) 5.00 1,155.44 No.

(C) up to 0.65 mt. (@ Seven Coarse) 2.00 1,786.49 No

Extra rate over item of excavation of earth for excavation of asphalt

pavement / RCC of thickness up to 0.20 meter including demolishing

6 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 0.20 meter thickness 25.00 71.10 Smt

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

b machine including cost of operator, fuel, & transportation etc 25.00 177.76 Smt

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 finishing smooth, watering and

protecting for 7 days etc. complete as per instruction by engg. in

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work, using cement content as per

approved Design Mix manufactured in fully automatic batching plant

8 and transported to site of work in transit mixer for a lead up to 10 kms 332.50 4,457.79 CMT

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Item Code : 5055, SOR 2021-22, R & B Ahmedabad City

Providing Formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. Height

of propping and centering below supporting floor to ceiling not

9 exceeding 4 M. and removal of the same for in situ reinforced concrete 250.00 114.45 SMT

and plain concrete work in. (A)Foundations Footings Bases of Columns

etc. and Mass concrete. (Item Code : 09001AA, SOR 2021-22, R & B

Providing and fixing S.W. Gully Trap with C.I. Grating brick masonry

chamber and water tightC.I. cover with frame of 300mm x 300mm

10 size(inside) with standard weight.(i) Square mouth traps. (A) 100mm x 1.00 1,263.15 No.

100mm size P type. (SOR 2021-22 Item no-24.19 page no-218) I.code

P/A Tremix with dewartering machine and floater machine on

constructed CC work for finishing the surface as per requirement. The

rate including all machinaries, labor, loading, unloading, transportaion

etc complete as per direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road & filling it with polysulfied

selant & finished ot good incl. all labour charges etc. comp.as directed.

Leveling or orien tation of existing Gully Trap chamber

13 incl.nece.masonry in CM (1:6) and plaster in CM (1:3) etc. using old GT 2.00 71.43 No.

stone and cover etc.comp.

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

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

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

design,100x2mm MS flat allround, 16mm ø plain round bar for lifting

the cover & should be fitted with plastic cups. Frame : 560 mm ø clear

opening, outer size- 888x888x175 mm. On the upper periphery of

frame 25 x 3 mm wide MS flat should be well embed in concrete to

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

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear

b opening, The dimension of frame and cover as per mentioned in 3.00 1,458.00 SET

Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear

c opening, The dimension of frame and cover as per mentioned in 3.00 1,064.00 SET

Amend No.1 to IS 12592 : 2002 table 1..

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

d clear opening, The dimension of frame and cover as per mentioned in 3.00 1,911.00 SET

Amend No.1 to IS 12592 : 2002 table 1.

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

e clear opening, The dimension of frame and cover as per mentioned in 3.00 1,623.00 SET

Amend No.1 to IS 12592 : 2002 table

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

15 600mm x 600mm clear opening etc. comp.. As directed by engineer in 5.00 1,167.49 No.

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 4.00 8.00 Rmt

Dismantling tiled or stone floors laid in mortar including stacking of

b serviceable material and disposal of uservicalble material with all lead 3.00 27.44 Smt

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

unreinforeced concrete. (AMC sor)

Demolition including stacking of serviceable materials and disposal of

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

Extra rate over item of excavation of earth for excavation of asphalt

pavement / RCC of thickness up to 0.20 meter including demolishing

2 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) 10.00 71.10 Smt

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

b machine including cost of operator, fuel, & transportation etc 10.00 177.76 Smt

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

c machine including cost of operator, fuel, & transportation etc 5.00 311.08 Smt

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)

Box cutting the road surface to proper slope and camber for making a

4 base for road work including removing the excavated stuff and 250.00 127.13 Cmt

depositing on the road side slope as directed upto 200 Mt.lead

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

garbage, sludge, excavated rock, fly ash, aggregates of any kind

5 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.

a a) Lead up to 1 Km. 9.00 23.38 Cmt

b b) Lead From 1Km to 2 Km. 5.00 30.94 Cmt

c c) Lead From 2 Km to 3 Km. 10.00 38.37 Cmt

d d) Lead From 3 Km to 4 Km. 38.00 45.52 Cmt

e e) Lead From 4 Km to 5 Km. 60.00 52.42 Cmt

f f) Lead From 5 Km to 10 Km. 45.00 78.54 Cmt

g g) Lead From 10 Km to 15 Km. 20.00 104.65 Cmt

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.

Production & Supply of WMM 2.00 1,708.13 Cmt

Laying of WMM 2.00 31.25 Cmt

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

removing damaged brick work and repairing by brick masonry in C.M.

1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet

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

a (A) up to 0.15 mt. (@ Two Coarse) 10.00 728.82 Nos.

b (B) up to 0.35mt. (@ Four Coarse) 10.00 1,155.44 Nos.

c (C) up to 0.65 mt. (@ Seven Coarse) 5.00 1,786.49 Nos.

d (D) up to 0.90 mt. (@ Ten Coarse ) 1.00 2,150.90 Nos.

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

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

fixing C.I. steps and existing chamber sheet cover, removing the debris

from chamber and carting the same as directed.

Excavation for pipe line trenches for sewerage line, manhole etc all

with shoring and struting if required as per required gardient and line

9 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.

Excavation upto 1.5mt depth - -

a) In all sorts of soil and soft murrum 2.00 84.10 Cmt

b) In hard murrum, boulders including macadam road 2.00 127.56 Cmt

Excavation upto 1.5 to 3.0mt depth - -

a) In all sorts of soil and soft murrum 2.00 92.60 Cmt

b) In hard murrum, boulders including macadam road 2.00 139.85 Cmt

Providing bedding including ramming, watering , levelling,

10 consolidating etc complete as per standards and instruction of - -

engineer in charge

a) As above with selected excavated earth available near site 2.00 60.00 Cmt

b) As above with murrum brought from outside including all lead 2.00 176.00 Cmt

As above with required quality sand brought from outside including all

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

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

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

design,100x2mm MS flat allround, 16mm ø plain round bar for lifting

the cover & should be fitted with plastic cups. Frame : 560 mm ø clear

opening, outer size- 888x888x175 mm. On the upper periphery of

frame 25 x 3 mm wide MS flat should be well embed in concrete to

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

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear

b opening, The dimension of frame and cover as per mentioned in 5.00 1,458.00 SET

Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear

c opening, The dimension of frame and cover as per mentioned in 2.00 1,064.00 SET

Amend No.1 to IS 12592 : 2002 table 1..

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

d clear opening, The dimension of frame and cover as per mentioned in 5.00 1,911.00 SET

Amend No.1 to IS 12592 : 2002 table

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

e clear opening, The dimension of frame and cover as per mentioned in 5.00 1,623.00 SET

Amend No.1 to IS 12592 : 2002 table

F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 90mm square jali,

10:00 MT load design, 90x2mm MS flat allround, Frame: 600 x 600mm

clear opening, outer size- 900 x 900 x 165 mm. On the upper periphery

of frame 25 x 3mm wide MS flat should be well embded in concrete to

protect the edges of frame Set : FRC Strom Water Grating cover ( Jali)

& frame described as above.

F.R.C. Strom Water Grating Grating(Jali): 690 x 690 x 70mm square jali,

5:00 MT load design, 70x2mm MS flat allround, Frame: 600 x 600mm

clear opening, outer size- 800 x 800 x 120 mm. On the upper periphery

offrame 25x3mm wide MS flat should be well embed in concrete to

protect the edges of frame. Set : FRC Strom Water Grating cover ( Jali)

& frame described as above.

F.R.C. Strom Water Grating Grating(Jali): 620 x 620 x 75mm square jali,

5:00 MT load design, 75x1.2mm MS flat allround, Frame: 500 x 500mm

clear opening, outer size- 770 x 770 x 135 mm. On the upper periphery

of frame 25x1.5mm wide MS flat should be well embed in concrete to

protect the edges of frame. Set : FRC Strom Water Grating cover ( Jali)

& frame described as above.

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 finishing smooth, watering and

protecting for 7 days etc. complete as per instruction by engg. in

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

16 maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in the 24.00 3,110.80 Nos.

prop M15 at bottom and 15 mm thick cement plaster inside the catch

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

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block

for Central Verge in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved design including curing,

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

shall also include necessary cutting of asphalt, fixing the Kerb stones in

line and level on 5 cm thick sand bedding with necessary equipments

and materials. The rate shall also include the flush pointing in CM (1:3)

for all joints of the kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable mixture. In any case

Gravel or such type of materials shall not be allowed for productiona)

Laying on 5 cm thick Sand Bedding

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. a)

Laying on 5 cm thick Sand Bedding

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Fair finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall be

fixed on the foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including

19 necessary accessories of kerb like radius kerb, angles and quadrant 1.00 1,061.61 Rmt

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.

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

20 necessary accessories of kerb like radius kerbs, angles and quadrant 1.00 912.50 Rmt

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.

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

21 patta (Three Coat) one coat of priming & two coat of oil Paint including 1.00 361.75 Rmt

cost of material required for paint and all labourworketc complete as

per direction, detailed drawing and instruction of engineer incharge

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

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

mm H Supplying & Fixing in M-20 grade using 20 mm nominal size

black trap aggregate of sevaliya/timba or equivalent quality for pre-

cast blocks,reasonably exposed finish/formwork,mould with well

equipped with vibratory system for kerb stones of approved design

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

etc.complete.THe rate shall also include necessary cutting of

asphalt,fixing the kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials.The rate shall also

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

kerbstones.Filling of Zari alone the sides of the kerb stone fixed with

bituminous concrete mixed in proper position as directed by engineer

in charge to form a portable mixture.In any case gravel or such type of

materials shall not be allowed for production.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

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

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.

24 The work of the paving blocks shall be executed in line and level by 1.00 572.00 Smt

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

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

block by machine cut only and carting to be done. The Finished surface

of the Paver Block shall have reasonably good plain finish. Paver blocks

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

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

thick sand bedding.

Paver Block Providing and laying shot blasted Non - interlocking, Paver

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

machine made and blasting by automatic shot blasting machine and

high density of as per approved sample of approved make for

footpath, parking areas, service lanes,cross over and other areas as

mentioned in the drawing. Including providing and laying 50 mm thick

averave bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block shall be

mechanically compacted. The work of the paving blocks shall be

executed 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.

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.

Labour work of fixing kurb any design of central verge, (both side)

footpath kurb, items includes necessary excavation, asphalt cutting of

any thickness, erecting in line and position and pointing with cement

mortar (1:3), watering, etc complete, filling with zari along the side of

the kurb, the kurb stone fix prepared with bitumnious top surface, as

directed by engineer in charge.

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

28 10- graded brick bat aggregates 40mm nominal size) and curing 56.00 1,901.59 Cmt

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

29 sand : 6- Hand broken stone aggregates 40mm nominal size) and 2.00 2,339.59 Cmt

curing complete.

Labour work for fixing interlocking blocks / any kind of pavement on up

30 to 50 mm th sand bedding, levelling, watering and fixing in line & level 148.00 68.64 Smt

as well cleaning the site etc.comp. as directed.

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 Additional 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 Providing and Laying of Rubber Moulded Paver Block/ RCC Road

under Councilor/ MLA/MP Budget in Society in Different areas in

Indrapuri Ward in South Zone. (ARC)

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 “E1” class in PWD in Govt. R&B/CPWD/AMC

orequivalent registration with any other state Govt. or institutions.

5 Estimated Cost put to

6 Earnest Money Deposit Rs.25,000/-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.900/-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:-10/02/2026

11 Last date of receiving Dt.-02/03/2026 18:00 Hrs.The tenders received after latest

Tenders. schedule date and time will not be entertained under any

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 30 september

may be treated as the last date.

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

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

Bill Final Bill.

17 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price

To the Final Submission Time And Date. The Same Shall From a

part Of Tender And The Same As to be Attached Along With The

Tender Document.

18 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

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

2022. The Rates are Exclusive of GST. Prevailing GST will be

paid separately.

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 Addl City Engineer

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

btuctEj lkch mt&u (œrûtK Ítul)

Bank guarantee shall be submitted as per AMC Finance Department Circular No.03 dated 28-04-

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

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for theperiod up to

March- 31, 2024. The validity cut-off date in the GR is withrespect to the date of issue of

Bank Guarantee irrespective of the date oftermination of Bank Guarantee.

Commercial Banks :-

1) A U Small Finance Bank

3) City Union Bank

4) DBS Bank India Limited

6) Equitas Small Finance Bank

7) Federal Bank

10) IndusInd Bank

11) Kotak Mahindra Bank

12) Standard Chartered Bank

13) Tamilnadu Mercantile Bank

14) Bandhan Bank

15) BNP Paribas

18) Karnataka Bank

19) Krur Vysya Bank

20) South Indian Bank

21) Utkarsh Small Finance Bank

Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

The Issuing Branch Shall Be Of Ahmedabad & Gandhinagar Only.

Special Note: - Amendment, If any by finance department of A.M.C. Shall be Considered final

and Binding Contractors .

Seal and Signature of the Bidder Addl 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

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

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

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

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

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 Corporation.

Signature of contractor with seal Additional 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

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

Date: Signature & Seal of

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: - “Providing and Laying of Rubber Moulded Paver Block/ RCC Road under

Councilor/ MLA/MP Budget in Society in Different areas in Indrapuri Ward in 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 as deemed fit.

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

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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

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

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

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

of demand draft.

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)