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Tender Value
₹49.9 L
EMD Value
₹50,000
Closing Date
4 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
DY.CITY ENGINEER (SOUTH ZONE)
DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD, SOUTH ZONE, AHMEDABAD
298860
SZ Tender notice no.01/2026-27, Tender No.58
Open
Civil Works - Buildings
Ahmedabad
5 documents required · 5 mandatory
₹1,500
Municipal commissioner, Ahmedabad
₹50,000
24 Apr 2026
24 Apr 2026
24 Apr 2026
4 May 2026
24 Apr 2026
Name of Work : DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD,
SOUTH ZONE, AHMEDABAD.
Bill of Quantities
I. Qty Items Rate Per Amount
Civil Work Estimate
1 Demolition & Dismantling work
Demolition of RCC work using Hydra Breacker
including stacking of servicable materials and
a 10.00 disposal of unservicable materials with all lead
and lift.Removal Of Existing Building
Foundation and Super Structure If Any. 1047.38 Cu.M.
Demolition of Brick work and stone masonry
including stacking of serviceable materials and
b 28.00 disposal of unserviceable materials with all
lead and lift.(ii) In Cement Mortar.Removal Of
Existing Building Foundation and Super
Structure If Any. 544.95 Cu.M.
Dismentaling of sheet roofing including ridges,
c Hips, Valleys, Gutters etc. stacking of
serviceable materials and disposal of
unserviceable materials with all lead and lift.
i 10.00 (i) G.I.sheet roofing. 47.25 Sq.mt
ii 10.00 (ii) A.C. sheet roofing. 53.55 sq.mt
Dismentling steel work including distempering
and stacking the materials with all lead and
Dismentling doors, windows, ventilators etc.
(wood or steel) shutters including chowkhats
e 2.00 architraves, hold fasts and other attachment
etc. complete and stacking them with in all
lead and lift. (i)Notexceeding 3 Sq.M. in area. 185.85 Each
Removing & Scrapping of Old deteriorated
Plaster of any thickness from Masonary /
f 100.00 R.C.C. member including stacking of
serviceable material & disposal of un
serviceable from site of work with all lead & lift. 19.38 Sq.M.
Dismentaling any type tiled or stone floors laid
g 200.00 in mortar including stacking of serviceable
materilas and disposal of unserviceable
materials with all lead and lift. 47.25 Sq.M.
2 Excavation for foundation including sorting out
stacking of useful material & disposing of
excavated stuff upto 50 mt. lead. Loose & Soft
soil.Excexuted With Mechanical Effort
a 138 up to 1.5 mt. depth 115.92 Cu.M.
b 54 1.5 to 3.0 mt. depth. 128.52 Cu.M.
c 30 3.0 to 5.0 mt. depth 141.11 Cu.M.
3 102.00 Provdg. & 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 form work in
foundation& plinth.
3b Providing and installing cast in situ single
under reamed piles of specified diameter and
length below pile cap, excluding the cost of
Concrete, steel reinforcement but including the
cost of boring with bentonite solution and the
length of the pile to be embedded in pile cap
etc. all complete. (Length of pile for payment
shall be measured upto to the bottom of pile
i 128.00 400 mm dia. Piles 638.83 Rmt
ii 10.00 450 mm dia. Piles 705.03 Rmt
3c Extra over single under ream for providing
additional bulbs in under reamed piles, under
specified diameter excluding the cost of
Concrete, steel reinforcement (only the nos. of
extra bulbs are to be paid).
i 32.00 400 mm dia. Piles 813.05 each
ii 1.00 450 mm dia. Piles 1103.43 each
4 200 Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm. in depth
consolidation each deposited layer by
ramming and watering.
5 300.00 Conveyance charges of earth lime, murrum,
building rubbish, manure, garbage, sludge,
excavated rock, fly ash, aggregate of any kind
etc. comp. upto 5 km lead.
b 300.00 Extra For Lead Above 5 km & upto 6 km 9.26 Cmt
c 300.00 Extra For Lead Above 6 km & upto 7 km 9.26 Cmt
d 300.00 Extra For Lead Above 7 km & upto 8 km 9.26 Cmt
e 300.00 Extra For Lead Above 8 km & upto 9 km 9.26 Cmt
f 300.00 Extra For Lead Above 9 km 9.26 Cmt
6 10 Filling in plinth with sand under floors
including watering, ramming, consolidating,
compacting and dressing etc. completed.
7 45.00 Filling in foundation and plinth with murrum or
selected soil in layers of 20 cm. thickness
including watering, ramming and consolidating
etc. Complete. 286.20 Cmt
8 Brick work using common burnt clay building
bricks having crushing strength not less than
35 kg/Sq. cm. in cement mortar 1:6 (1 cement
: 6 fine sand) conventional brick
a 30 (a) in foundation & Plinth 3981.21 Cu.M.
b 24.00 Super structure Upto Floor Two Level
9 I.Half brick masonry in common burnt clay
building bricks having crushing strength note
less than 35 Kg/Sq. Cm. in cement mortar 1:4
(1 cement : 4 coarse sand) using conventional
brick in Super structure upto floor Four level
a 5.00 All Floor Level 646.70 Sq.M.
10.1 Providing and laying controlled cement
concrete of M-25 Grade and curing complete,
Excluding the cost of form work, Scaffolding,
cost of reinforcement for reinforced concrete
work For any Height up to any FloorLevel.
a 90.00 Foundations,Raft,Footings,Mass concrete 4238.04 Cu.M.
b1 2.00 RCC Retaining wall at All Floor 4519.88 Cu.M.
c1 Tie-Beam, Lintel , Beam- Bracket, Stair Case
& Landing, Coping ,Slab, balcony, weather
9.00 shed, loft , any cantilever etc All Floor 4496.07 Cu.M.
d1 10.00 Columns,Pillars, posts and struts at All Floor 4593.91 Cu.M.
10.2 Providing and laying controlled cement
concrete of M-20 Grade and curing complete,
Excluding the cost of form work, Scaffolding,
cost of reinforcement for reinforced concrete
work For any Height up to Any Four Level.
a 1.00 Foundations,Raft,Footings,Mass concrete 3977.88 Cu.M.
b1 1.00 Tie Beam , Lintel , Beam- Bracket , Coping
,landing, Slab, balcony, weather shed, loft
any cantilever etc at All Floor 4460.36 Cu.M.
c1 1.00 Column at All Floor 4558.20 Cu.M.
d1 1.00 Stair Case All Floor 5418.91 Cu.M.
10.3 Drilling suitable holes in reinforced or plain
cement concrete with power driven drill
machine to a minimum depth of 80mm upto
250mm in RCC beams, lintels, columns and
slabs to introduce steel bars for
sunshades/balconies including fixing the steel
bars in position using Hilti Chemical HY200-R
but excluding the cost of reinforcement, all
complete as per direction of Engineer-In-
a 5.00 8 mm Dia in 80 mm Deep & 12 mm Dia Drilling 183.52 Each
b 5.00 10 mm Dia in 100 mm Deep & 14 mm Dia
Drilling 263.66 Each
c 5.00 12 mm Dia in 120 mm Deep & 16 mm Dia
Drilling 343.80 Each
d 5.00 16 mm Dia in 160 mm Deep & 20 mm Dia
Drilling 608.63 Each
e 5.00 20 mm Dia in 200 mm Deep & 25 mm Dia
Drilling 1024.44 Each
f 5.00 25 mm Dia in 250 mm Deep & 32 mm Dia
Drilling 1938.54 Each
11 Providing and laying controlled cement
concrete 1:2:4( 1cement : 2 coarse sand :
Graded stone aggregate 20 mm nominal size )
and curing complete, Excluding the cost of
form work and reinforcement for reinforced
concrete work in:
a 1.00 Foundations, footings, base of columns,grade
slab and mass concrete. 3923.53 Cu.M.
b 1 slab, landing shelves, Balconies, lintels,
beams, girders, and cantilever, up to aany
floor level. 4012.47 Cu.M.
350.00 P/A Trimix with dewatering machine and
floater machine on constructed R.C.C. work
incl. cost of machine and labour etc. comp. as
directed. 54.00 Sqmtr
80.00 Making 15 mm Groove in R.C.C work on road
and filling it with poly sulfied selant and
d finished it good incl. all labour charges etc.
comp. as directed
12 Providing form work in 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 celling not exceeding 4 M &
removal of the same for in situ reinforced or
plain concrete work in
a 61.00 (A) Foundation, footings, bases of columns
etc. and mass concrete. 171.68 Smt
b 20.00 (B) Flat surface such as soffits of slabs,
landing and the like 252.00 Smt
c 50.00 (C) Vertical surfaces such as walls (any
thickness) partitions. 229.95 Smt
(D) Columns, pillars, posts & struts.
d 88.00 (1) Square, rectangular, polygonal in plan 297.68 Smt
e 10.00 (2) Circular or curved in plan. 422.10 Smt
f 20.00 (H) (1) Sides and soffits of beam, haunchings
cantilevers, girders, bressumers, Coping and
lintels not exceeding 1 M in depth. 192.15 Smt
g 2.00 (2) Sides and soffits of beam, haunchings
cantilevers, girders, bressumers and lintels
exceeding 1 M in depth. 259.88 Smt
h 7.00 (L) chullah hoops, weather sheds, chhajas,
carbels etc including edges. 155.78 Smt
i 1.00 (M) Staircase with-sloping or stepped soffits
incl. risers & strings excluding landing. 242.55 Smt
13 Providing T.M.T Fe 500D bar reinforcement for
R.C.C. work including bending, binding and
placing in position complete up to any floor
a 10280.0 All Floor Level 75.46 Kg.
14 45.00 Providing and laying polished Kota stone slab
(Polished / River Finish, Green colour ) flooring
over 20 mm. (average) thick base of cement
mortar 1:6 (1 cement : 6 coarse sand) or lime
mortar 1:1.5 laid over and joined with grey
cement slurry including rubbing and polishing
complete.25 mm th.
b 20.00 Providing and laying rough chiseled dressed
stone flooring over 20mm average thick base
of cement mortar 1:5 (1-Cement : 5-coarse
sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse
sand) including pointing with cement mortar
1:2 (1cement : 2-stone dust) etc. complete. (A)
25mm thick 544.03 Sq.M.
15 20.00 Providing and laying polished Kota stone slab
25 mm. thick in Platform ,Riser of Stair
Skirting, Tread , dado and pillars laid on
mm. thick cement mortar 1:3 (1 cement :
coarse sand) jointed with grey cement slurry
including rubbing and polishing and MAking
groove where it is Required etc. compl
16 1.00 Providing and laying white/Colur glazed tiles
mm thick in flooring treads of steps and
landing laid on a bed of 12 mm thick cement
mortar 1:3 (1 cement : 3 coarse sand) finished
with flush pointing in white cement.
17 20.00 Providing and layingWhite / Colour glazed tiles
of size 600 mmx300mm x 8 mm / 300 mmx
450mm x 8 mm in skirting, risers of steps,
Floor and dedo on 10 mm. thick cement
plaster 1:3 (1 cement : 3 coarse sand) and
jointed with white cement slurry.
18 1.00 Providing and laying marble stone slab flooring
over 20 mm. (Average) base of cement mortar
1:6 (1 cement: 6 coarse sand) or L.M. 1:1.5
laid and jointed with grey cement slurry
including rubbing and polishing complete: (A)
Marble slab 25 mm. thick.
19 1.0 Providing and laying Vitrified tiles 8 to 10 mm
thick , 24'' x 24'' in flooring treads of steps and
landing laid on a bed of 12mm thick cement
mortar 1:3 (1-cement : 3-coarse sand) finishing
with flush pointing in white cement.
19b 1.0 Providing and laying Vitrified tiles 8 to 10 mm
thick , 24'' x 24'' in skrting risers of steps and
dedo on 10mm thick cement plaster 1:3
(1cement : 3-coarse sand) and jointed with
white cement slurry
20 1.0 Providing and laying Ceramics tiles 6 to
mm thick in flooring, treads of steps, landing
and dedo on 12 mm. thick cement plaster 1:3
(1 cement : 3 coarse sand) and jointed with
white cement slurry.
21 20.00 Providing & Laying 18 mm thick Mirror polish
granite For flooring , counter , stair riser , tread
, skirting , dedo , Jambs , Seating etc. machine
cut or chiselled on bed of cement mortar 1:1
pointing with neat cement slurry incl. moulding,
Making grooves where it is required etc. comp.
as per instruction of engineer in charge.
22a Provdg. 20 mm. thick Finish / Mala cement
plaster in single coat on fair side of brick /
concrete walls for interior plastering upto any
Floor level and finished even and smooth in
i 5.00 All Floor Level 190.58 Sq.M.
b Provdg. 20 mm. thick Finish / Mala cement
plaster in single coat plastering on ceilings,
Beam side and sofits of stairs upto any Floor
level and finished even and smooth in C.M.1:4.
i 10.00 All Floor Level 215.15 Sq.M.
c 2.00 Providing & fixing 23 cm wide chicken
mesh jali with nails & then application of
15 mm plaster on R.C.C. & masonary
joints as per dir. of engg. In charge.
d 10.00 Providing and mixing water proofing materials
in cement mortar in proportion recommended
by the manufacturer. etc. comp. as per of
instruction of engineer in charge.
23a 92.00 Providing 20 mm th. Double coat Sand face /
Mala Cement Plaster on Walls upto any Height
Above Ground level consisting of 12 mm th.
Backing coat of C.M. 1:3 ( 1 cement : 3 Ssand
) & 8 mm th. Finishing coat of C.M. 1:1 (
cement : 1 sand ) ets. Complete.
24a 100.00 White / Color washing with lime on
undecorated wall surfaces (two coats) to give
an even shade including thoroughly brooming
the surface to remove all dirt, dust mortar
drops and other foreign matter.
24b 100.00 Providing & Applying 3 mm thick External Wall
Rustic Type Texture as per Design & Make
as Approved by Consultants / Engineer in
Charge. Work Includes All Necessary
Scaffolding Work upto Any Height.
24 c 100.00 Finishing walls with Acrylic Smooth exterior
paint of required shade :New work (Two or
more coat applied @ 1.67 ltr/10 sqm over and
including priming coat of exterior primer
applied @ 2.20 kg/10 sqm)
24d 10.00 P./L. METALIC HERITAGE SURFACE
Providing and fixing of HERITAGE textured
homogeneous wall finishing system from
BAKELITE HYLAM LTD or equivalent make
consisting of a two component system of (25
kgs per Pack) made of 92% silica particles
coated with fade resistant pigments, 100%
acrylic polymer bonding agent (5kgs per pack)
with the applied thickness of the coating being
between 0.8mm-1.2mm to be applied on
acured, smooth level plaster without keying, as
per the shades/combinations approved, as per
the manufacturer directions, for usages, tobe
applied by an approved applicator of the
manufacturer, as per the directions /
supervision of the engineers in charge, all
complete. Includes All Necessary Scaffolding
Work upto Any Height.
25a 10.00 Wall Painting (two coats) with plastic emulsion
paint of approved brand and manufacture and
of shade required on undecorated wall
surfaces to give an even shade, over and
including a priming coat with alkali resistance
primer of approved brand and manufacture
after thoroughly brushing the surface free from
mortar droppings, and other foreign matter and
also including preparing the surface even and
sand -papered smooth
b 10.00 Extra over above item for every subsequent
coat of of wall painting with plastic emulsion
paint of approved brand.
c 10.00 Applying two coats of Birla (white cement
based) or Asian (acrylic lapy-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 matter and sand papered
26 Providing & Laying & Jointing glazed
stoneware pipes incl. excavation up to
mt.,refilling, trasporting the pipe to work site,
unloading, lowering in trenches, laying and
jointing the pipes in c.m. 1:1 incl. all jointing
materials such as cement, sand, hemp,
bitumen as dire. testing the pipe line to a head
of 1.5 mt. and hydraulic test as dire incl.
watering trenches, spreading , and carting
away of surplus earth within 100 mt.lead as
dire. etc. comp.
a 15.00 23 cm dia. 344.64 Rmt
Providing & Laying & Jointing glazed
stoneware pipes incl. excavation up to
mt.,refilling, trasporting the pipe to work site,
unloading, lowering in trenches, laying and
jointing the pipes in c.m. 1:1 incl. all jointing
materials such as cement, sand, hemp,
bitumen as dire. testing the pipe line to a head
of 1.5 mt. and hydraulic test as dire incl.
watering trenches, spreading , and carting
away of surplus earth within 100 mt.lead as
dire. etc. comp.
b 8.00 15 cm dia 211.05 Rmt
c 5.00 10 cm dia. 288.23 Rmt
27 1.00 Constructing brick masonry chamber for under
ground C.I. Inspection chamber and bends
with bricks having croshing strength not less
than 35 Kg. Cm2 in C.M. 1:5 C.I. cover with
frame (Lightduty) 455mm x 610 mm intenal
dimensions total weight of cover with frame to
be not less than 38 Kg. (Wt. of cover 23Kg.)
and Wt. of frame 15Kg.) (R.C.C.top slab with
1:2:4 mix (1-cement:2-coarse sand:4-graded
stone aggregate 20mm size) foundation
concrete 1:5:10 inside plaster 15 mm thick with
cement mortar 1:3 finished smooth with a
floating coat of neat cement on walls and bed
concrete etc. complete.(i) Inside dimensions
455 mm x 610 mm and up to 850 mm deep 3863.85 No.
28 a 1.00 Constructing Manhole with R.C.C. top slab in
1:2:4mix (1-cement: 2-coarse sand:4-graded
stone aggregate 20 mm nominal size)
foundation concrete 1:3:6 mix (1-cement:3-
coarse sand:6-Brick bats 40+50mm size)
inside plastering 15mm thick with Cement
Mortar 1:5 (1-Cement:5-coarse sand) finished
with a floating coat of neat cement and making
channels in cement concrete 1:2:4 mix (1-
Cement:2 -Coarse sand:4-stone aggregate
mm nominal size) finished smooth complete
including curing and festing (i) Inside size
900mm x 1200mm and up to 1.5M. deep
including C.I. cover with frame size 560 mm
diameter total weight of cover and frame to be
not less than 128kgs. (Wt. of cover 64Kg. and
Wt. of frame 64Kg.) (A) With 230 mm thick
walls of brick masonry using brick having
crushing strength not less than 35Kg./Sq.cm.
in Cement Mortar 1:5 (1-Cement: 5-Coarse
sand) (2)B type depth up to 1.50 Metre 19139.07 No.
Providing and fixing white vitreous china flat
back or wall corner type lipped front urinal
basin of 340x280x470 mm sizes respectively
with standard flush pipe, Waster Pipe, Waste
Coupling, PVc Connection and G.I clamps
complete, including painting of fittings and
brackets, cutting and making good the walls
and floors wherever required : Cera Model No.
S4020103 or Equivalent 3344.35 No.
b 1.00 Providing and Fixing of C.P. Brass BIB Cock of
15 mm Dia of Jaquar make florentine series
model no. 5047n or equivalent make with all
necessary fittings. as approved by Engineer -
c 1.00 Providing and fixing brass screw down Angle
stop tap.(A) 15mm dia. Of Jaquar make
florentine series modelno. 5053n or equivalent
make with all necessary fittings. as approved
by Engineer - in - charge.,
d 1.00 Providing and fixing C.P. brass shower rose
with 15mm or 20mm inlet Shower Arm.(A)
100mm dia. Each
30 1.00 Provdg. & laying S.W. Gully trap with C.I.
garting brick masonry chamber & water tight
C.I. cover with frame of 300 mm x 300 mm
size ( inside) with standard weight. sqare
mouth trap size 150 x100 mm P trap
31 1000.00 Providing erecting and fixing double coated ISI
water tank of required capacity each with all
necessary fittings and connection etc.
complete on terrace
32 50.00 Extra rate over item of excavation of earth for
excavation of asphalt pavement/RCC of
thickness up to 0.20 meter including
demolishing the asphalt carpet, metal, soiling /
cutting Reinforcement etc.comp. with stacking
the material as directed.-up to 0.20 meter
33 1.00 Providing and fixing PVC SWR Nahni trap IS
14735 for drain - 75 mm diameter with jali of
the following nominal diameter of self
cleansing design with C.I scread down or
hinged grating including the cost of cutting and
making good the walls.
34a Providing laying and jointing in true line and
level U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings as approved by Engineer In
Charge. Pipe shall be fixed on the wall with the
help of clamp at every two metre C/C or shall
be concealed as directed including necessary
fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent,
including cost of all materials.
iii 10.00 32 mm 117.97 Rmt
35 Provdg. And fixing to wall ,ceiling and floor
10.00 kg. F/Sq.Cm2 working pressure
polythelene pipes of the following outside
diameter, low, density, complete with special
flange compression type fittings, wall clips etc.
making good wall ceiling and floor.
b 10.00 (A) 75mm dia 274.68 Rmt
36 Providing and fixing ball valve (brass) of
approved quality, High or low pressure, with
plastic floats complete :
ii 1.00 20 mm dia 1099.94 No.
iii 1.00 25 mm dia 1552.93 No.
iv 1.00 40 mm dia 3312.60 No.
37 Providing and fixing Full Way valve (HEX)
with wheel of approved quality :
i 1.00 15 mm Full Way valve (HEX) 1461.17 No.
ii 1.00 20 mm Full Way valve (HEX) 1924.61 No.
iii 1.00 25 mm Full Way valve (HEX) 2535.55 No.
iv 1.00 32 mm Full Way valve (HEX) 3377.64 No.
v 1.00 40 mm Full Way valve (HEX) 4661.10 No.
vi 1.00 50 mm Full Way valve (HEX) 6675.14 No.
38 10.00 Providing and laying Cement concrete flooring
for I.P.S. 1:2:4 (for Indian Patent Stones) (1
cement: 2 coarse sand: 4 graded stone
aggregate 20 mm. nominal size) lain in layer
finished with a floating coat of neat cement-
mm th etc. complete.
39 5500.00 Providing & Fixing M.S.grill, gate,stair /
balcony railing , elevation element of
Decorative pattern with M.S. Channel ,flat
,medium grade m.s. pipe, square or round
bars with round heanded bolts, nuts, or by
screw. etc. comp. 100.17 Kg.
40 250.00 Applying priming coat over new steel and other
metel surface after and including preparing the
surface by throughly cleaning, oil, grease, dirt
and other foreign matter and scoured with
brushes fine steel wood, scrapers and sand
paper with ready mixed priming paint brushing
41 250.00 Painting two coats (excluding priming coat) on
new steel and other metal surface with enamel
paint, brushing, interior to give an even shade
including cleaning the surface an even shade
including cleaning the surface of all dirt, dust
and other foreign matter.
Providing & Fixing 1 mm Thick S.S.-304 Grade
90 cm High S.S. Railing having Hand Rail
Member of 50 mm Dia., 3 No. of Horizontal
Pipe of 16 mm Dia. & Baluster Suppprt of
mm Dia. At Every Third Step as per Detail
Given. Rate Includes All Work Complete as
per Description & as per Direction of Engg. in
Charge. 2270.21 R.Mtr.
Providing in line level plumb, fabricating and
fixing three row horizontal barbed wire fencing
and punched tape concertina coil of 9 turns
per meter of 610 mm diameter fixed with clips
on top of the angle iron posts. The punched
tape concertina coil having sharp barbs at
every 25 mm spacing shall be 0.5 mm thick
and 19 mm width and weighing 13 Kg/
mtr. (Average) as per manufacture's
specification. The rate shall also include
providing and fixed 1.20 mt. total long Y Shape
MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c
spacing embedded in RCC column / MS Pole,
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. 390.00 Rmt.
Providing and fixing 1.20 Metre high fencing
with 2.0 Metre long M.S. Angle posts 40mm x
40 mm x6 mm and oil painting 3 coats fixed at
2.5 Mt,C/c. with five Horizontan lines and two
diagonals of galvanised steel barbed wire
weighting 9.38 Kg. per 100 Metre, strained and
fixed to posts with G.I,staples including fixing
the postsin ground with 0.5 M x 0.5.M x 0.5 M.
block in C.C1:5:10 etc complete. 385.40 Rmt.
45 10.00 Providing corrugated G.I. sheet of class-3
roofing fixed with glavanished iron J or L
Hooks, Bolts and nuts 8mm diameter with
bitumen and G.I. limpet washer or G.I. limpet
washer. filled with white lead complete
excluding the cost of purlins, Rafters and
Trusses.(1) 0.80 mm thick sheet.
46 2.00 Providing valleys 900 mm. overall in plain
mm. thick G.I. sheet Class – 3 fixed with ‘J’ or
‘L’ hook bolts and nuts galvanized from ‘J’ or
‘L’ hook bolts and bitumen washers complete.
47 Making connection to the ex.M.H.in running
sewer incl. Dewatering and other required
machinery etc. of following dia pipes at any
convenient time. All damaged work shall be
well repaired as per instructions.
a 1.00 For Pipe 150 mm to 300 mm diameter 1339.29 No.
b 1.00 For Pipe 400 mm to 600 mm diameter 2232.14 No.
48 1.00 Making connection of galvanised Mild steel
distribution branch with galvanised mild steel
main pipe upto 80mm nominal bore by
providing and fixing tee including cutting and
threading the pipes complete
49 100.00 Providing throating or plaster drip, grooves
and moulding to Wall , R.C.C. chajja and slab.
50 60.00 Providing & Laying cement vatta 10 cm x
cm in size quarter round in c.m. 1:1 (
cement, 1 coarse sand) laid in one layers
finishing with a floating of neat cement
watering etc complete as dire.
51 300.00 Carring out plinth treat ment to post
construction/ existing structure by spraying
chemical solution for termite control treatment
including labour and material consist ment
withI.S.I specification. Using Chlordene and
Chiorpur files 20EC. As Per 6131_ paret- II
Consentration Weight one percent is
recommended i.e one litre 20EC chemical
emulsion with19 liter give1% concrentration
inclusive of one litre chemical emulsion
appication at the rate of 5 Litre chemical/ Sqm
of surface is recommended as per I.S
52 100.00 Providing and fixing pre-cast Rubber Dye /
steel Dye inter locking concrete block 60mm
thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as
per approved design Confirming to IS 15658 :
2006 including 35 mm Sand layer for levelling
and filling the joint with sand in proper line and
level as per guidlines of IRC : SP 63-2018 etc.
53 120.00 SProviding and fixing pre-cast concrete kerb
stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of
M250 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.
54 5.00 Providing and fixing retro Reflective Hi
Intensity Micro Prismatic Grade Board using
2mm Aluminum / 4mm ACP, angle iron 75 x
75 x 6mm. Descaling and degreasing the
board as per requirement using epoxy
reflactive process by screen painting as
directed etc. complete including transporting
and fixing in C.C. 1:2:4 with necessary
excavation curing etc. complete as per I.R.C.
67-2012 design. A warranty for 7 years for the
Retro reflective sheeting from original
manufacturer & a certified copy of 3 year
outdoor exposure test report from third party
test lab for the product offered shall be
submitted by contractor. (B)Class B Type-
4(MDR/ODR) retro reflective sheeting
9250.89 Sq.mtr.
55 10.00 Road marking with hot applied
thermoplastic paints with reflectorising
glass beads on bitumin surface providing
and laying a hot applied thermoplastic
compound 2.5 mm thick including
reflectorising glass beads @ 250gms per
sqm area, thickness of 2.5mm is excluding
of surface applied glass beds as per
IRC:35-2015. The finished surface to be
level, uniform and free from streaks and
holes. zebra patta /bump patta lane/center
line/ edge line/cut patta. The white color
marking should provide liminance
coefficinet on cemend road shalll be min
130 mcd/m2/lux and Asphalt road shall be
min 100 mcd/m2/lux during the service life
during the day time. The marking should
meet the performance criteria for night
time reflectivity, wet reflectivity and skid
resistance as mentioned in the section-15
of IRC 352015. Warranty for the Retro
reflectivity should be two years. 264.64 Sqmt
56 Providing and Fixing 6 mm thick Lexan
Polycarbonate multi wall roofing sheet fixed
with hilti screw and rubber silicon sealer and
alluminium strip of size 50 x 3 mm etc
complete as directed by Engineer in charge
57 Providing Making & Fixing Glow sign Board
of suitable size as per approved color-
Designed Back Light Material fixed on G.I.
sheet Box of suitable size with concealed
Light Fittings, Necessary Scaffolding etc.
complete as per direction of Officer in charge.
Manufacturing,testing ,supplying
loading,,transporting to work site,loading
unloading lowering in trenches,laying and
jointing RCC NP3 class pipes in C:M 1:1
including all jointing materials such as
cement,sand,hemp bitumen as directed testing
the pipe line to a head of 1.5 mt and hydraulic
test as directed etc comp.
a 20.00 300 mm Diameter 616.07 Rmt
b 10.00 450 mm Diameter 806.25 Rmt
d 2.00 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. 3125.00 No
e 2.00 CatchPit Jali Fixing P/F FRC catch pit jali with
frame 600mm x 600mm clear opening etc.
comp.. As directed by engineer in charge. 1383.93 No
SITC of Tensile structure
1 ) MS Structure :
Supply, bending , Fabrication & erection of
structural steel sections & Plates in complete
line & level as per drawing with one coat of
zinc chromate primer & two coat of epoxy
Hollow Sections : Asian / Apl Apollo
Plates : Main Make
Electrode : Noble / Mangalam / Sun arc
Primer & Colour : Asian / Berger / Nerolac
2 ) Architectural tensile fabric :
Tensile Fabric will be done with Serge Ferrari
– 750 GSM make. Tensile Fabric installation
will be done with SS Turn Buckle, SS Corner
Plate, Aluminum Flat, Wire Rope & SDST
Fabric warranty : 7 Years back to back as per 7176.92 sq.mt.
Seal and Signature of the Bidder Addl. City Engineer
AHMEDABAD MUNICIPAL CORPORATION
(ENGINEERING DEPARTMENT-SOUTH ZONE)
Name of Work : DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD,
SOUTH ZONE, AHMEDABAD.
FINANCIAL BID ( TO BE SUBMITTED ONLINE ONLY)
Sr. No. Description Amount
1 Amount For Civil Work Rs.
I / We am / are willing to Carry out Work at % Above / Below ( Should be Written in
Figures and Word ) The Estimated Cost Mentioned Above.
Estimated Cost Put to Tender: Rs. 49,87,075.57 Estimated Cost Put to Tender: Rs.
Add______& Above Rs. Add______& Above Rs.
Signature of Bidder
Additional City Engineer ( SOUTH Zone)
Ahmedabad Municipal Corporation
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