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Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
16 Jun 2026, 6:00 pm2d left
DY.CITY ENGINEER (SOUTH ZONE)
RCC Road construction and other necessary works on TP Road and Gamtal TP Road and on all small and big roads at various other places as per requirement at maninagar ward south zone ARC
313383
Tender Notice No 2 Tender No 89
Open
Miscellaneous Works
Ahmedabad
5 documents required · 5 mandatory
₹3,600
municipal commissioner
₹2.5 L
11 Jun 2026
11 Jun 2026
11 Jun 2026
16 Jun 2026
11 Jun 2026
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken
stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in
(A) Foundation and Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-
Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken
stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in
(A) Foundation and Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-
Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- hand broken
stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in
(A) Foundation and Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-
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 and transported to site of work in transit mixer for a lead up to
kms 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
shall be maintained)
SOR 23-24 IT CD NO :
Providing, laying, spreading and compacting graded stone aggregate to wet mix
macadam specification including premixing the Material with water at OMC in mechanical
9 mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- 2010 Cum
base / base course on well prepared surface and compacting with vibratory roller to
achieve the desired density as per Codal Provision.
a 200 Production & Supply of WMM 1975 Cum
b 200 Laying of WMM 35 Cum
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 25 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.
b 25 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.
c 25 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No.
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
11 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
necessary testing as per IS code (RCC pipe Horizontal cast)
a 10 300 mm internal diameter 888.37 Rmt
b 10 450 mm internal diameter 1539.32 Rmt
c 10 600 mm internal diameter 2212.85 Rmt
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.
a 10 15mm (IT CD NO 23061) 71.93 Rmt
b 10 25 mm (IT CD NO 23062) 90.93 Rmt
c 10 40 mm (IT CD NO 23064) 146.65 Rmt
d 10 50 mm (IT CD NO 23065) 193.73 Rmt
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
a 10 100 mm dia (IT CD NO 24001AA) 211.05 Rmt
b 10 150 mm dia (IT CD NO 24001BA) 288.23 Rmt
c 10 230 mm dia 400.54 Rmt
Providing 15mm thick cement plaster in single coat on Rough (Similar) side of single or half
14 10 brickwalls for interior plastering upto floor two level and finished even and smooth in 174.83 SMT
(i) Cement mortar 1:3 (1-cement:3-sand) SOR 23-24 IT CD NO :17002A
Leveling or orientation of existing Gully Trap chamber incl.nece.masonry in CM (1:6) and
plaster in CM (1:3) etc. using old GT stone and cover etc.comp.
Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt
including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6)
with 40 mm thick IPS flooring in the prop M15 at 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.
17 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :728mm ø & 100 mm
thick circular cover, 35.00 MT load design,100x2mm MS flat allround, 16mm ø plain round
bar for lifting the cover
a 10 & should be fitted with plastic cups. Frame : 560 mm ø clear opening,outer size- 2843.00 SET
888x888x175 mm. On the upper periphery of frame 25 x 3mm wide MS flat should be well
embed in concrete to protect theedges of frame. FRC E.H.D.-35 manhole cover & frame
F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clearopening, The dimension of
frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension
of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1..
F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm nclear opening, The
dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear
opening etc. comp.. As directed by engineer in charge.
Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match
19 10 exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days 746.59 No.
etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)
a 10 Grating(Jali): 690x690x70mm square jali, 5:00 MT load design, 70x2mm MS flat allaround, 905.06 No.
Frame: 600x600mm clear opening, outer size-800x800x120 mm.On the upper periphery of
b 10 frame 25x3mm wide MS flat should be well embded in concrete to protect the edges of 894.44 No.
c 10 FRC Strom Water Grating Cover (Jali) & frame described as above. Refer Drwing 1795.96 Set
(SET Cover and frame)F.R.C Heavy Duty (HD-20) Machinehole covers & Frames – 560 mm
d 10 clear opening ,The dimension of frame and cover as per mentioned in Amend No.1 to IS 3255.62 Set
12592:2002 table
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear
opening etc. comp.. As directed by engineer in charge.
Repairing damaged I.C./ Raising removing damaged brick work and repairing by
21 10 brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and removing existing 396.00 No.
chamber sheet cover, removing the debris from chamber and carting the same 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 production
a) 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
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 necessary accessories of
24 10 kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per 1061.61 RMT
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
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
25 10 kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per 912.50 RMT
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
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of M200 grade concret as per approved
design and including excavation for fixing in proper line and level,filling the joint
with C:M 1:3 (1cement:3fine sand) etc complete. SOR 23-24 IT NO 14023A
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
27 10 rate shall also include necessary cutting of asphalt,fixing the kerb stones in line and level on 1376.75 RMT
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 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
28 5430 paving blocks shall be executed in line and level by skill mason of flooring work only. 501.60 SMT
It should be laid in such a way that the no cutting of the paver block to be necessary.
if cutting of paver block necessary then it should be cut by machine only and carting.
The finished surface of the paver block shall have resonably good, plain finished. Paver
blocks shall be compacted and shall be relaid if necessary. Gravel or such type of materials
shall not be allowed for production.
Laying on 5cms thick sand beddding.
Providing and laying of interlocking grey paver blocks of high density 80mm thick made
from M-40 grade concrete using 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
29 10 the paving blocks shall be executed in line and level by skilled mason of flooring work 572.00 SMT
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.
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
31 10 specification. Laid paver block shall be mechanically compacted. The work of the 758.93 SMT
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
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
32 100 position and pointing with cement mortar (1:3), watering, etc complete, filling with 136.40 RMT
zari along the side of the kurb, the kurb stone fix prepared with bitumnious top surface, as
directed by engineer in charge.
Paver Block Providing and laying, Dished Channel 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 suite drain besides
paking area and other areas as mentioned in the drawing. Including providing and
laying 50 mm thick average bedding layer of coarse sand below dished channel as
per required grading and specification. Laid dished channel shall be
mechanically compacted. The work of the dished channel shall be executed in line
and level by skilled mason. Small size of dished channel with same specification shall
be used at residue or at end. If cutting of dished channel shall be required , than cut
by machine only and laying to be done by skilled flooring mason. Actual laid area shall
be measured and paid without any wastage. (A) 600 mm X 300 mm X 100 mm thick M-25
grade Grey dished curved channel Make
VYARA or Equivalent
Supply and installation of concrete bollard of size 300mm diameter x 900mm height,
34 10 constructed using M-30 concrete and 4nos 8mm dia MS Fe500 reinforcement through 1725.00 No.
the section as directed by EIC including supply of all
Construction of RCC nosing in central verge using M-200 grade cement concrete. The item
includes cost of centering & shuttering, reinforcement, both side cement plaster in C:M 1:3
mortar & curing etc. complete. Half round portion of the nosing shall be made by using mild
Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having size of 75 x
36 10 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking 195.54 rmt
out the joints incl. necessary excavation of asphalt, soil etc..completed.
Supplying & Fixing Nimbhada ladi 37 to 50 mm thick for walk way covering the activity of
37 10 excavation, ramming, laying on sand bedding as per requirement to fix the Nibhada stone in 236.60 Smt
Line & Level with cement pointing in cement mortar 1:2 etc complete as directed.
Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand
38 2000 bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as 68.64 Smt
directed. SOR-2016
Bitumen Cutting Labour Charges Of Cutting in bituminous pavement.Cutting to be done
with heavy duty tandom cutting machine consist of dianond level.Minimum Cutting Depth
Shall be 75 mm From the finished Level.Cutting Shall be perfectly in line.the width and
depth of the removal of asphalt towards kerb stone shall be as per the drawing.bitumin
Shall be Carefully Removed so that the cutting edge towards the road should not be
disturbed.The work of Removal of asphalt will be considered in this item as running meter
of the cutting done by machine.one cutting line will be considered per length of the kerb
stone.Bitumen and Other Debrise shall be disposed within 10.0 km.as per the instruction of
the engineer in charge.Surroundings Shall be cleaned to the satisfaction of engineer in
Supplying, fabricating and placing in position reinforcement TMT bars Fe- 500, yield stress
not less than 500 N/mm2 bars confirming to IS- 1786 reinforcement for RCC structure
/ items as per design including transporting steel to the work site, handling wastage,
decoiling, cutting, bending, cranking, fabricating to required shape, placing in position,
binding with 18 guage (1.22 mm) GI wires, welding if necessary by using approved welding
40 30000 rods etc. for all levels, all place, all height as per drawing etc. complete as directed 75.46 K.G
by the engineer-in-charge. The quoted rate should be inclusive the cost of binding
wire, chairs, pins, brackets and the same will not be measured and paid separately.
(Rolling margin's and wastage shall not be paid.) Measurement shall be made on the length
basis and convert into weight by using standard co- efficient.
SOR 23-24 IT CD NO :05014C
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
41 1500 supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced 171.68 SMT
concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and
Mass concrete. (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)
P/A Tremix with dewartering machine and floater machine on constructed CC work for
42 10000 finishing the surface as per requirement. The rate including all machinaries, labor, loading, 48.21 SMT
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.
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 operating charges and stacking of useful & non-
useful materials separately up to store. (No payment should be allowed for non working
condition of machinery and for pipe line excavation and laying work) (SOR - (Jan. 2016)
Rates for work of Drainage / SWD pipe line - Machinery Item No.4 Page no.7)
Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver (GWSSB
SOR -22-23 Section 2E- Miscellenous Item no. 7)
Supplying, labour for excavation of all types of soil at any depth including excavation of
asphalt pavement of any thickness,demolit ion of brick work in CM of any proportion
including stacking of serviceable materials and disposal of unserviceable material etc. comp.
a 40 Mazdoor at day /night 452.00 No
b 10 Makadam/ supervision/Fitter at day / Night 474.00 No
Providing and suppplying Roller for compacting the road bhuva with available building
waste and Road waste material as and where directed by engineer in charge..
Rent for Providing Chota Hathi (Light weight vehicle) with Driver at shown site incl.
48 10 necessary oil/diesel/petrol for vehical and all other charges.Work Done as per Instruction of 1000.00 Shift
incharge etc. Complete as Directed.
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