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Tender Value
₹4.5 Cr
EMD Value
₹4.5 L
Closing Date
23 Jun 2026, 6:00 pm
Municipal Commissioner, Ahmedabad
Construction of RCC Compound wall and Allied miscellaneous works at surrounding Jaspur Water Works Premises of AMC.
310765
E-Tender Notice/2026-27, T.No.1
Open
Miscellaneous Works
Ahmedabad
3 documents required · 3 mandatory
₹6,000
Municipal Commissioner, Ahmedabad
₹4.5 L
2 Jun 2026
2 Jun 2026
2 Jun 2026
23 Jun 2026
2 Jun 2026
(4) Date of e-Tender (Technical Bid) Opening : 25/06/2026 at 11.00 hours
Municipal Commissioner
Ahmedabad Municipal Corporation
Sardar Patel Bhavan
Ahmedabad – 380 001 Gujarat (INDIA)
Website :www.egovamc.com
SHEDULE OF QUANTITIES AND RATES
Construction of RCC Compound wall and Allied miscellaneous works at
surrounding Jaspur Water Works Premises of AMC.
Ite Total Total
Description Without
m Quantity Unit Amount
Excavation for foundation for loose and soft
soil including sorting out and stacking of
useful materials and disposing of the
excavated stuff up to 50 meter lead.
a) From 0.0 to 1.5 m.
a) From 1.5 to 3.0 m.
Extra over item no. 2 above for lead from
m to 5 Kms. as directed. 2270.00 Cmt 408.41
Extra over item no. 2 above for lead from
2 km to 10 Kms. as directed. 570.00 Cmt 454.71
Filling with available excavated earth
(excluding rock) in trenches, plinth, sides of
foundation in layers not exceeding 20 cm in
depth consolidating each deposited layer by
3 ramming and watering. 2560.00 Cmt 129.10
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 Eac
4 following diameter of pipes.(iii) 300 mm 660.00 h 1,509.00
Add to or deduct from the rate for Bore Holes
of 3.5 m Depth, if bore holes are made deeper
or shallower than 3.5M. for Piles of following Eac
5 diameter.(iii) 300 mm 660.00 h 539.34
Empty boring through all sorts of strata for
providing 450 mm Diameter R.C.C. bored
piles to required depth required depth
including providing necessary casing pipe with
all plants and equipments as required
6 complete. 55.00 Rmt 1,005.24
Providing and casting in situ C.C. in grade M-
15 (approx. corresp. to prop. 1:2:4)
(proportions as per mix design or as per Table
9 of IS456 2000 in masses by weigh batching )
using granite, quartzite trap metal of size
mm to 20 mm for RCC work, including
scaffolding centering, form work, needle
vibrated consolidation, curing comp.
(excluding cost of reinforcement and neat
finishing) with centering and
shuttering/deshuttering etc. comp. for structure
for other than water retaining. Footing
7 (without form work) 110.00 Cmt 4,732.00
Providing and casting in situ C.C. in grade M-
15 (approx. corresp. to prop. 1:2:4)
(proportions as per mix design or as per Table
9 of IS456 2000 in masses by weigh batching )
using granite, quartzite trap metal of size
mm to 20 mm for RCC work, including
scaffolding centering, form work, needle
vibrated consolidation, curing comp.
(excluding cost of reinforcement and neat
finishing) with centering and
shuttering/deshuttering etc. comp. for structure
for other than water retaining. Footing (with
8 form work) 15.00 Cmt 4,906.00
Providing and cast in situ C.C. in grade M-30
proportions of ingredients as per mix design
by weigh batching using granite, quartzite trap
metal of size 12 mm to 20 mm and or 6 mm to
12 mm including scaffolding centering
formwork, needle vibrated consolidation,
curing and hydraulic testing etc. complete
(excluding cost of reinforcement) with
centering and shuttering/deshuttering etc.
camp. up to 6 meter height /depth Av. G.L.for
all water retaining structures -
a) R.C.C. Raft and footings with shuttering
b) R.C.C. walls
c) R.C.C. Beams
e) Top Slab of Sump
Providing and cast in situ C.C. in grade M-25
proportions of ingredients as per mix design
by weigh batching using granite, quartzite trap
metal of size 12 mm to 20 mm and or 6 mm to
12 mm including scaffolding centering
formwork, needle vibrated consolidation,
curing and hydrulic testing etc. complete
(excluding cost of reinforcement) with
centering & shuttering/ deshuttering etc. for
all water retaining structures.
a) R.C.C. footings & Raft with shuttering
b) R.C.C. Verticle Wall
c) R.C.C. Columns
d) R.C.C. beams, lintels and bracket for gantry
or chain pully blocks, plinth beams, tie beams,
10 weather shed, staircase etc. 205.00 Cmt 8,347.00
e) R.C.C. slabs and platform
Providing and cast in situ C.C. in grade M-20 (
proportions as per mix design or as per table
of IS456 2000 in masses by weigh batching)
using granite, quartzite trap metal of size
mm to 20 mm for RCC Work including
scaffolding centering formwork, needle
vibrated consolidation, curing complete up to
6 meter depth or height (excluding cost of
reinforcement and neat finishing) with
centering and shuttering/ deshuttering etc.
complete for structure other than water
retaining.(Without W.P. Chemical) -
a) R.C.C. footings & Raft
b) R.C.C. Verticle Wall
c) R.C.C. Columns
d) R.C.C. beams, lintels and bracket for gantry
or chain pully blocks, plinth beams, tie beams,
weather shed etc. 2.00 Cmt 6,722.00
e) R.C.C. slabs and platform
Supply cutting, Bending, Binding and placing
in position steel as per plan and design and as
per ISS 2502 including cost of steel and
binding wire for reservoirs/ structures only
including lift up to 6 meter height or depth
below G.L. for all diameters.
Deformed(TMT)bars confirming to relevant IS
12 Fe-500 grade for all diameters. 200.00 MT 77,504.00
Brick work using common burnt clay building
bricks having crushing strength not less than
35kg / Sq. C. M. in ramp, steps and
Foundation & Plinth in cement morter1:5 (1
cement : 5 coarse sand) including racking out
joints, curing, scaffolding required if any etc.
13 complete, as directed. (B) Conventional 5.00 Cmt 4,011.66
Brick masonry in cement mortar (1:5) using
common burnt clay building bricks having
crushing strength not less than 35kg/csmt
including scaffolding,curing, etc. complete for
14 walls, parapets, etc. at all levels. 10.00 Cmt 4,091.84
Providing and applying 15 mm thick cement
plaster in single coat on brick work with
floating coat of net cement slurry for interior
plastering of pumphouse and outside
plastering of sump upto finished even and
smooth in Cement motar 1 : 3 (1 cement :
sand) including racking out joint curing,
15 scaffolding required if any, with necessary 4820.00 Smt 222.56
cement finishing etc. complete as directed.
20 mm thick sand faced cement plaster on
walls upto height 10 metres above ground
level consisting of 12mm thick backing coat of
C.M. 1:3 (1-cement : 3-sand) and 8 mm thick
finishing coat of C.M. 1:1 (1-cement : 1 sand)
16 etc. complete. (including around Pump house) 4820.00 Smt 297.68
White washing with lime on wall surfaces
(two coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust, mortar drops and other foreign
17 matter etc. complete. 100.00 Smt 12.29
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to
give an required shape even shade after
thoroughly brushing the surface to removal
dirt, and remains of loose powdered
18 materials.etc complete 9640.00 Smt 113.40
Distempering (two coats) with oil bound
distemper of approved brand and manufacture
and of required shade on undecorated wall
surface to give an even shade, over and
including a priming coat with distemper
primer of approved brand and manufacturer
after thoroughly brushing the surface free
from mortar dropping and other foreign matter
also including preparing the surface even and
19 sand papered smooth. 100.00 Smt 76.08
Applying two coats of Birla(white cement
based) or Asian (acryliclapy putty) or
equivalent & two coats of primer of approved
brand and manufacture on new wall surface to
give an even shade including thoroughly
brushing the surface free from mortar dropping
and other foreign matte rand sand papered
20 smooth. 100.00 Smt 40.19
Supplying, cleaning, cutting, bending,
welding, fabricating, erecting, structural steel
in position irrespictive of location and levels
as per drawings including handling and
transport, etc. complete including applying
two (2) coats of primer red oxide and two (2)
21 coats of approved quality paints 2625.00 Kg 82.50
Providing in line level plumb, fabricating and
fixing three row horizontal barbed wire
fencing and punched tape concertina coil of
turns per meter of 610 mm diameter fixied
with clips on top of the angle iron posts. The
22 punched tape concertina coil having sharp 1785.00 Rmt 449.00
barbs at every 25 mm spacing shall be 0.5 mm
thick and 19 mm width and weighting
Kg./100 mtr. (Average) as per manufacture's
specification. The rate shall also include
providing and fixed 1.20 mt. total long MS
angle 40 x 40 x 6 mm @ 3.00 mt. c/c spacing
embedded in RCC column, angle posts shall
be painted with one coats of red oxide and two
coats of enamel paint of approved quality at
top of compound wall.
Demolition of Brick work & stone masonry
including stacking of serviceable materials and
disposal of unserviceable materials with all
lead and lift. (i) In cement Mortar.
Demolition and disposal of unserviceable
materials with all lead and lift.(i) Unreinforced
cement concrete 175.00 Cmt 603.23
Demolition and disposal of stacking of
serviceable materials and disposal of
unserviceable materials with all lead and lift 625.00 Cmt 1,047.38
Dismentling barbed wire in fencing including
making rolls and also including dismentling
fencing posts including all earth work concrete
in base and making good the disturbed ground
stacking useful materials as directed and
disposing as directed and disposing of the
26 unserviceable materials with all lead and lift. 1,200.00 Rmt 66.15
Supplying Electric breakar machine for RCC
slab or Asphalt demolishing work on site by
using operator, fuel, power supply etc.
complete as directed.(no payment should be
allowed for non working condition of
machinary and for pipeline excavation and
M.H. work.allowed only for break down
work)(based on previously approved rate by
27 CE Sir) 10.00 Shift 1,071.43
Providing & laying rubble below raft
foundation including carting to the work site
rimming consolidating & dressing etc,
28 Complate as per Engineer in-charge 10.00 cmt 1,250.00
Labour charges for writing of Capital letter
"AMC" in green plaster of 30 cm height, 2
mm thick and 12 mm embossed as per given
detail in outside of compound wall as
29 instructed by engineer in charge. 895.00 No 381.00
Providing throating or plaster drip and
30 moulding as instructed by Engineer in charge. 500.00 Rmt 41.25
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
aggregate 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 reasonably 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 5 cms thick
sand bedding. 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
aggregate 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 reasonably 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 5 cms thick
31 sand bedding. 2680.00 Smt 383.04
Supplying and fixing of 300 mm-L x 150 mm-
B x 380 mm-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 Bituminous concrete
/ C.C. mixed in proper position to flush with
the road surface as directed by Engineer in
32 change to form a portable mixture. 1785.00 Rmt 350.89
Removing any kind of pavement incl stacking
of serviceble material disposal of unserviceble
33 material with 50 meter lead and lift. 100.00 Smt 12.50
Supplying, Erecting Double Tee
Precast/PrestressPanelofConcrete Grade M-40
with Size 2000 mm x 1990 mm x 50 mm with
Tee col. Of Size150x500x50mm.WithAMC
Logo and Colour Including excavation upto
1.5 mt Depth, Providing &
layingcementconcrete1:4:8 as per approved
34 rate analysis all items. 370.00 Rmt 4,624.00
Fabricating and fixing in position MS
structural section such as flat, pipes, plates,
hold fast, anchoring bolts / bars of required
size including fixing, welding and two coats of
approved anti corrosive paint over prime coat
of red-oxide including RCC gate column as
per drawing etc. complete as directed by
Engineer-in-charge. a) 2.2 m height and 6 m
35 wide main and wicket gate 3,150.00 Kg 83.00
Signature of Contractor Addl. City Engineer (W.P.)
Company’s Seal: Ahmedabad Municipal Corporation
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