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Tender Value
₹49.5 L
EMD Value
₹49,500
Closing Date
29 Jun 2026, 6:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
Assistant Manager (South West Zone)
Construction of Out fall Structure at different lake and different places in Dy.C.E. -1 area of South West Zone (ARC) (Re-invite)
315817
05/2026-27
Open
Civil Works - Others
Ahmedabad
3 documents required · 3 mandatory
₹1,500
Municipal Commissioner, Ahmedabad
₹49,500
19 Jun 2026
19 Jun 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
Name of Work : Construction of Out fall Structure at different lake and different
places in Dy.C.E. -1 area of South West Zone (ARC) (Re-invite)
QTY Item Description GST) in Per Amount
Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead
.(A) Loose or soft soil
Excavation for foundation for depth from 1.5 m to
m including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
50 Meter lead.(A) Loose or soft soil (04002A)
Excavation for foundation for depth from 3.0 m to
m including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
50 Meter lead. (A) Loose or soft soil
Extra for additional depth more than 5.0 m for
excavation for foundation including sorting out and
4 10.00 stacking of useful materials and disposing off the 20.91 Cmt.
excavated stuff upto 50 m lead. (a)Loose or soft
Excavation Work
Excavation for pipe line trenches for water supply,
sewerage line, manhole etc. all with shoring and
struting if required as per required gradient and line
including safety provisions using site rails and
stacking excavated stuff including up to all required
lead cleaning the site etc. complete for all lifts and
strata as specified. In all sorts of soil and soft
131.25 0 to 1.5 meter depth. 79.46 Cmt
112.50 1.5 to 3 meter depth. 87.50 Cmt
93.75 3 to 4.50 meter depth. 91.96 Cmt
10.00 4.50 to 6.00 meter depth. 97.32 Cmt
Filling available excavated earth (excluding rock) in
trenches. plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each
disposited layer by ramming and watering.
Filling in foundation and plinth with murrum or
10 100.00 selected soil in layers of 20cm. thickness including 286.20 Cmt
watering, ramming and consolidating etc. complete
Filling in foundation and plinth with brick Bats Chhara
11 100.00 in layers of 20cm. thickness including watering, 594.61 Cmt
remming and consolidating etc. complete
Boring holes 3.5 m deep in ordinary soil (for cast in
situ piles) and getting out the soil and disposal of the
surplus excavated soil as directed within a lead of 50
Meter for following diameter of pipes.(iii) 300 mm
Extra for under reaming inside the bore Holes for
under reamed piles of following Diameter.(iii) 300 mm
Empty Boring through all sorts of strata for providing
0.6 mt. diameter RCC bored piles to required depth
14 200.00 including providing necessary casing pipe with all 451.25 Rmt
plants and equipments as required
complete(excluding Concrete & Reinforcement)
Providing and casting in situ machine mixed
controlled cement concrete M-35 for RCC bored piles
0.6mtr.dia. Using Tremie Pipe including necessary
15 50.00 flushing,dewatering ,formwork ,transporting , 3670.59 Cmt
compacting, vibrating, curing and finishing including
all leads & lifts complete as per detailed
specifications ( Excluding Reinforcement)
cement concrete (PCC)
Providing and laying cement concrete 1:3:6 (1-
Cement : 3- coarse sand : 6- hand broken stone
16 30.00 aggregates 40 mmnominal size) and curing complete 2976.00 Cmt
excluding cost of formwork in (A) Foundation and
Providing and laying cement concrete 1:4:8 (1-
Cement : 4- coarse sand : 8- hand broken stone
17 25.00 aggregates 40 mm nominal size) and curing complete 2653.67 Cmt
excluding cost of formwork in (A) Foundation and
Providing TMT Bar FE 500D reinforcement for R.C.C.
18 16000.00 work including bending, binding and placing in 75.46 Kg
position complete upto floor two level
Providing and laying controlled cement concrete
M.150 for curing complete excluding cost of formwork
19 1.00 and reinforcement for reinforced concrete work in (A) 3871.39 Cmt
Foundations, footings,Base of columns and Mass
Providing and laying controlled cement concrete
M.250 and curing complete excluding the cost of
20 1.00 formwork and reinforcement for reinforced concrete 4238.04 Cmt
work in (A) Foundations, footings, Base of columns
and Mass concrete.
Providing and laying controlled cement concrete
M.250 and curing complete excluding the cost of
21 2.00 formwork and reinforcement for reinforced concrete 4519.88 Cmt
work in (B) Walls, from top of foundation level upto
floor two level
Providing and laying controlled cement concrete
M.250 and curing complete excluding the cost of
22 2.00 formwork and reinforcement for reinforced concrete 4593.91 Cmt
work in (D) Columns, Pillars posts and struts, upto
floor two level
Providing and laying in position Ready Mixed M
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 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade
for reinforced cement concrete work including
23 5.00 pumping of R.M.C. from transit mixer to site of laying, 4793.10 Cmt
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
Providing and laying in position Ready Mixed M
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 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade
for reinforced cement concrete work including
24 100.00 pumping of R.M.C. from transit mixer to site of laying, 4853.56 Cmt
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) (Cement level 450 kg )
Providing and laying in position Ready Mixed M
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 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade
for reinforced cement concrete work including
25 100.00 pumping of R.M.C. from transit mixer to site of laying, 5043.66 Cmt
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) (Cement level 475 kg
Providing and laying in position Ready Mixed M
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 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade
for reinforced cement concrete work including
26 100.00 pumping of R.M.C. from transit mixer to site of laying, 5140.94 Cmt
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) (Cement level 500 kg )
Brick work using common burnt clay building bricks
having crushing strength not less than 35 kg./Sq.Cm.
in foundation and plinth in Cement Mortar 1:5. (1-
Cement : 5 -fine sand)(B) Conventional
(i) Half brick masonry in common brunt clay building
bricks having crushing strength not less than
28 50.00 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 584.68 Smt
coarse sand ) in foundation and plinth (A) Modular
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
exceeding 4 M. and removal of the same for in situ
reinforced concrete and plain concrete work in. (A)
Foundations Footings Bases of Columns etc. and
Providing formwork of ordinary timber planking so as
to give a rough finish including centering shuttering
strutting and propping etc. height of propping and
30 200.00 centering below supporting floor to ceiling not 229.95 Smt
exceeding 4 M. and removal of the same for in situ
reinforced concrete and plain concrete work in. (C)
Vertical surface such as walls
(any thickness) partitions and the like including
attached buttresses & string course & the like. -
MS work : Providing, fabricating, assembling,
hoisting/ erecting and fixing in position at all heights/
all levels/ all floors/ all shapes & sizes with all leads &
lifts using MS Rolled Steel Sections, Hollow sections,
Tubular Sections, MS Plates, Chequered Plates, MS
Pipes, Perforated Sheet, Flats, Bright Bars, Angles,
MS Sheet, Girder, Beam, cattle trap. eep threaded
MS bolts, threaded J bolts, insert plate, support plate
etc as per drawing. all confirming to latest relevant IS
codes for the work of steel structures like staircases,
ilings, handrail, jali, gates, grills, bracings, platforms,
brackets, monkey ladder, cattle trap, windows, pipe
rack, rungs, false ceiling frame work, Roof canopy,
fencing posts, M.S. Screen & fencing jali frame work
etc. including straightening, cutting, bending, bolting
and welding the members all as per structural
drawings and as per detailed specifications (for
materials &workmanship) including necessary
scaffolding/ staging etc. complete in the situations
described hereinafter and comprising of : 1) Profile
Cutting of components to required length/ width and
shape/ profile; 2) Smooth grinding/ machining of
edges/ faces/ all welding joints; 3) Necessary
welding (electric arc welding) for required weld
lengths and sizes. 4) Machine drilling of holes for
31 250.00 joining/ anchoring (Standard measurements will be 128.29 Kg
paid for as actual cut length used at site) The rate
shall include dry sanding, degreasing (wet cleaning)
& preparation of rustfree surface manually or
mechanically, metal putty to make the surface even
and smooth, 2 coat zinc chromate yellow oxide
primer and 2 coat of enamel paint of approved shade
of paint over all the surfaces of the steel sections or
as specified in the drawing. 5)including all Cutting of
mild steel/ structural steel plate with CNC plasma/
water jet/ laser cut / Friction Sawing cutting of custom
design shape as per drawing and instruction of the
architect up to any thickness. Note: Sample as per
drawing shall be get approved from the consultants
before procurement of material by the contractor.
Work shall carried out as per the approved sample.
Any change required in the fabrication drawings shall
be carried out at No extra cost. Fabrication shall be in
a perfect architectural workmanship manner and as
provided in section V & VI of IS 800 & IS
Welding shall be carried out by qualified welders/
fabricators.It should also include the cost of
necessary scaffolding/ staging, zinc coated nut-bolt
as required for safety,structural stability of all works at
site.All product Make approved as per tender and
architect selection.
Providing & making Gabion structure with
Mechanically Woven Double Twisted Hexagonal
Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500,of required size,
Mesh Type 10x12(D=100 mm with tolerance of ± 2%)
Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm,
mechanically edged/selvedged with partitions at
every 1m interval and shall have minimum 10
numbers of openings per meter of mesh
perpendicular to twist, tying with lacing wire of
diameter 2.2/3.2mm(ID/OD), supplied @3% by
weight of Gabion boxes, filled with boulders with least
dimension of 200 mm, as per drawing, all complete
as per directions of Engineer-incharge
Supplying and stacking of hard stone (for stone
pitching) 22.5 cm thick at site.
Dry stone pitching 22.5 cm thick laid in courses and
required profile with hammer dressed stones having
no side less than 15 cm, with minimum depth of
cm including preparing the bedding surface etc. all
complete. (Payment for Stone to be made
Labour charges for dry stone pitching of 22.5 cm.
thick including preparing the surface etc complete.
Manufacturing,Testing,Supplying, Loading,
Transporting to Work Site, Unloading,Lowering In
Trenches, Laying And Jointing R.C.C.,Np-3 Class
Pipes With socket and spigot joints as per IS 458- -
2003 Including EPDM Rubber ring as per IS 5382-
1985 etc.comp. As Directed by engineering in charge
5.00 300 mm internal diameter - NP3 class 888.37 Rmt
10.00 450 mm internal diameter - NP3 class 1539.32 Rmt
20.00 600 mm internal diameter - NP3 class 2212.85 Rmt
10.00 750 mm internal diameter - NP3 class 2238.00 Rmt
20.00 900 mm internal diameter -NP3 Class 2882.00 Rmt
5.00 1000 mm internal diameter -NP3 Class 3487.00 Rmt
20.00 1200 mm internal diameter -NP3 Class 4796.00 Rmt
1.00 1400 mm internal diameter -NP3 Class 6332.00 Rmt
1.00 1600 mm internal diameter -NP3 Class 8155.00 Rmt
Providing and laying rubble soling of required
thickness, under trenches, pits,foundations etc.
including hand packing, laying in proper grade,
spreading, filling the interstices with sand/quarry
dust/grit including watering, consolidation by rolling/
compacting mechanically with 3-5 ton compactor etc
complete as per drawings,specifications and as
directed by EIC.
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.
1.00 a) Lead up to 1 Km. 23.38 Cu.M
1.00 b) Lead From 1Km to 2 Km. 30.94 Cu.M
1.00 c) Lead From 2 Km to 3 Km. 38.37 Cu.M
1.00 d) Lead From 3 Km to 4 Km. 45.52 Cu.M
1.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M
306.60 f) Lead From 5 Km to 10 Km. 78.54 Cu.M
50.00 g) Lead From 10 Km to 15 Km. 104.65 Cu.M
Providing and operation dewatering Pump including
fuel charges & operator Charges etc. as directed etc.
39 1.00 comp. (Shift for Eight Hour) (For Each Pump Set, No 600.00 Shift
payment should be allowed for non working condition
Hiring and operating Mud Pumps incl. Cost of fuel
and operator including the cost of to and fro
transportation, laying of the delivery hoses as
40 2.00 required, lowering and lifting the pumps as and when 16.00 H.P/Hr
required etc. complete. Set Do As Directed. (No
payment should be allowed for non working condition
Hiring and operating the 20 KV 3 Phase Electric
Generator for operating desilting machinery, and
lighting and other requirements with Arranging diesel
to run the D.G. Set Do As Directed. 8 Hrs Shift. (No
payment should be allowed for non working condition
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. in charge, rate includes all nece.
42 1.00 shifting, fuel and operating charges and stacking of 600.00 Hour
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)
Supplying Pneumatic Breaker Machine for RCC Slab
or Asphalt Demolishing Work on site by using
Operator, fuel, power Supply etc. Complete as
43 5.00 Directed. (No payment should be allowed for non 600.00 HR.
working condition of machinery and for pipe line
excavation and M.H. work. Allowed only for break
Providing & Supplying Hitachi Machine-110 capacity
on rental basis in case of emergency situation and
break down type work & also during unavoidable
44 1.00 condition as per instruction of engg. in charge, rate 2000.00 HR.
includes all nece. shifting, fuel and operating charges
. (No payment should be allowed for non working
condition of machinery)
Providing & Supplying Hitachi Machine-200
capacity on rental basis in case of emergency
situation and break down type work & also during
45 2.00 unavoidable condition as per instruction of 2700.00 HR.
engg.incharge , rate includes all nece. shifting, fuel
and operating charges. (No payment should be
allowed for non working condition of machinery)
Providing & Supplying hydra carne Machine of
tone capacity on rental basis in case of emergency
situation and break down type work & also during
46 1.00 unavoidable condition as per instruction of engg. in
charge, rate includes all nece. shifting, fuel and
operating charges. (No payment should be allowed
for non working condition of machinery)
Total Estimated Tender Rs.
I/We am/are willing to carry out the work at % above/below % (should be
written in figures and words below/above the estimated rates mentioned above. Amount of
my/our tender works out as under:
1) % above / below is to be submitted online only.
2) All work shall be carried out as per the specifications or as directed.
3) Rates quoted include cleaning of site (prior to commencement of work and at its
close) in all respects and hold formwork under all conditions, site moisture,
4) All the item rate are considering excluding cost of GST as per Government of
Gujarat Road And Building Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So,
bidder shall be consider this change in BOQ
Seal and Signature of the Bidder Addl. City Engineer
(SOUTH WEST ZONE)
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