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Tender Value
₹8.3 L
EMD Value
₹8,308
Closing Date
16 Jun 2026, 6:00 pm5d left
DY.CITY ENGINEER (SOUTH ZONE)
Necessary Civil work in the Staff quarters and Main building of the fire station located in Maninagar Ward South Zone
312523
Tender Notice No 2 Tender No 172
Open
Miscellaneous Works
Ahmedabad
5 documents required · 5 mandatory
₹900
municipal commissioner
₹8,308
8 Jun 2026
8 Jun 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
Name of Work:- Necessary Civil work in the Staff quarters and Main
building of the Fire Station located in Maninagar Ward, 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 BHAVAN
OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG
AMDAVAD – 380008 AMDAVAD –
AHMEDABAD MUNICIPAL CORPORATION
MAHANAGAR SAVA SADAN
South zone office Building, Rambaug, Maninagar Ahmedabad
E-Tender Notice No – 02/2026-27
On Line Tenders (E (E-Tendering)
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
5 M-panel Works
The details may be download of above notice will be available in
www.ahmedabadcity.gov.com from Date: 26-05-26 to 16-06 06-26 up to
Hrs.Prescribed e-form
form as well as Price bid should be submitted online so as to reach at
address cited below on or before date 16-06-26 up to 16.00 Hrs. All relevant documents
must be submitted by speed post or hand delivery along with processing
processin fees as
mentioned in the Tender document on date: 17-06-26 up to 16.00 Hrs.
Assistant Manager (South zone), Ahmedabad Municipal Corporation
South zone Office Building, Rambaug, Maninagar, Ahmedabad
Deputy Municipal Commisioner
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
TENDER FORM (SOUTH ZONE)
Name of Work:- Necessary Civil work in the Staff quarters and Main building of the fire station
located in Maninagar Ward, South Zone
Sr.No Oty. Item Description Rate Unit Amt.Rs.
Excavation for foundation up to1.5 m depth
including sorting out and stacking of useful
materials and disposing of theexcavated stuff
upto 50 Meter lead.(A) Loose or soft soil (R & B
S.O.R 2023-24 I.no. Item Code 04001A)
2 Upto 1.5 mt Depth 115.92 Cmt
1 1.5 to 3.0 mt.depth 158.4 Cmt
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
2 2 watering. 129.10 Cmt
Providing and laying cement concrete1:5:10
(1-Cement: 5- coarses sand and:10-hand broken
stone aggregates 40mm nominal size) and
curing complete excluding cost of formworkin
(A) Foundation and Plinth.
Providing and laying cement concrete1:4:8
(1-Cement: 4- coarses and:8-hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formworkin (A)
Foundation and Plinth
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
5 3 Plinth 2976 Cmt
Providing and laying cement concrete 1:3:6
(1-Cement:3-coarse sand:6-crushed stone
aggregates 20mm nominal size) and curing
complete including cost of formwork in (A) wall
6 2 caps/coping 4006.15 Cmt
Providing and laying cement concrete work
1:2:4 ((1-Cement:2- coarse sand:4-graded
aggregates 20mm nominal size) curing
complete excluding cost of formwork and
7 reinforcement.
Foundations, footings, base or columns and
a 1 mass concrete 3923.53 Cmt
Slabs, landing, shelves, balconies, lintels, beams,
b 1 girders and cantilivers upto floor two level 4012.47 Cmt
Independent piers, columns, and pillars, upto floor
c 1 two level 3661.3 Cmt
Provdg. & laying cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregates 20 mm
nominal size) for reinforced concrete
chhajjas not exceeding 10 cm. thickness upto
1 floors two level including finishing the 6487.07
exposed surfaces with cement mortar 1:3 (1
cement : 3 find sand) to give a smooth and even
surface centering and form work and curing
8 complete excluding cost of reinforcement.
Providing and laying controlled cement concrete
/ Ready Mix Concrete of M-200 and curing
complete, excluding the cost of form work and
reinforcement for reinforced concrete work in:
Foundations, footings, base of columns, and
(A) 1 mass concrete. 3977.88 Cu.M.
Walls from top of foundations /level up to floor Two
(B) 0 level. 4484.17 Cu.M.
Slabs,landing,shelves,Balconies Lintels, Beams,
(C) 0 Girders and Cantilever upto floor 4460.36 Cu.M.
Columns, pillars, posts, and struts, up to floor two
(D) 0 level. 4558.2 Cu.M.
Staircase up to floor two level. (excluding landing)
Vertical and horizontal fins up to floor two level.
Providing and Laying ordinary cement concrete
1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing
smooth with curing etc. complete including the cost
of form work but excluding the cost of reinforsement
for R.C.C work in (iv) Slabs having more than
10 1 cm and upto 15 cm.thickness 6241.78 Cum
Providing and Laying ordinary cement concrete
1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing
smooth with curing etc. complete including the cost
of form work but excluding the cost of reinforsement
for R.C.C work in (iv) Slabs having more than
11a 2 cm and upto 10 cm.thickness 7401.59 Cum
Brick work using common burnt clay
building bricks having crushing strength not
less than 35kg./Sq.Cm.in foundation and plinth
in Cement Mortar1:6 (1-Cement :6 - fine
2 (A) Conventional (upto 10 ton) 3981.21 Cmt
2 B) Modular 4241.7 Cmt
Extra Rate for brickwork in Above Item for
super structure above plinth level upto floor two
level (B) Conventional
a 5 (A) Conventional 272.25 Cmt
b 2 B) Modular 262.35 Cmt
C) above floor two level Item No. 2(6.13) (A) Per
D) above floor two level Item No. 2(6.13) (B) Per
Conventional Floor
Half brick masonry in common brunt clay
building bricks having crushing strength not less
than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement
: 5 coarse sand ) in foundation and
Plinth conventional brickwork
Extra for half brick masonry in super structure
above plinth level upto floor two level
(B) conventional
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 upto floor four level
Foundation, footings, bases of columns etc. and
a 2 mass concrete. 171.68 Smt
(B) Flat surfaces such as soffits of supspened floors
slabs Landings and the like. (1) Floors etc. upto
mm in thickness.
(B) Flat surfaces such as soffits of suspended floor
roof slabs Landings and the like. (2) Floors etc. above
200mm in thickness.
Vertical surface such as walls (any thickness)
partitions and the like including attached buttresses &
string course & the like.
(ii) Sides And Soffits Of Beam, Haunchings
Cantilevers, Girders, Bressumers And Lintels
Not Exceeding 1 M In Depth.
(G) Columns PillarsPosts and struts. (1) Square
f 2 Rectangular Polygonal in plan. 297.68 Smt
g 2 (2) Circular or curved in plan. 422.1 Smt
(H) (2) Sides and soffits of Beams Beam Haunchings
canti-levers Girders Bressumers and Lintels
exceeding 1M.in Depth.
Providing and fixing 35 mm thick panelled,
glazed or panelled and glazed shutters for Doors
windows and clear story windows including
anodised alluminium But hinges with necessary
screws and indian teak wood shutters with.
a 2 (A) Plywood sheet panels. 3459.09 Smt
b 1 (B) Particle board panels 3464.51 Smt
c 1 (C)Hard board panels. 3433.65 Smt
d 1 (D) Asbestos sheet panels. 3406.53 Smt
Providing and fixing 25 mm thick shutters for
cup boards etc. including black enamelled
M.S. butt hinges with necessary screws.(A) Indian
teak wood. (i) Fully Panelled.
Providing and fixing 25 mm thick shutters for
cupboards etc. including anodised alluminiu butt
hinges with necessary screws. (A) Indian teak wood.
(ii) Fully Glazed.
Providing and fixing 25 mm thick shutters for
cupboards etc. including anodised alluminiu butt
hinges with necessary screws. (A) Indian teak wood.
(ii) Partly panelled and partl glazed.
Providing and fixing M.S. grills of required
pattern to wooden frames of windows etc. with
M.S. flats at required spacings and frame
alround, square or round bars with round headed bolts
and nuts or by screws (A) Plain Grill.
Providing and fixing glazed louvered glass
windows and ventilators with teak wood frame
10 cm. x 7 cm. size including 3 coats of oil
painting to wood work etc.complete.
Providing and fixing glazed louvered glass
windows and ventilators with teak wood frame
10 cm.x7 cm. size including 3 coats of oil
painting to wood work etc.complete.with wooden
louvers plank 12mm thick
Providing and fixing 35 mm thick shutters for
Doors, windows and clere story windows
including Indian teak wood frames 10 cm x 7 cm.
size including anodized alluminium fixtures
and fastenings including primer coat of approved
quality and two coats of oil painting etc, complete.(ii)
Providing and fixing 35 mm thick shutters for
Doors, windows and clere story windows
including Indian teak wood frames 10 cm x 7 cm.
size including black enamelled iron oxidixed
fixtures and fastenings including primer coat of
approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors,
windows and clerestory windows including Indian
teak wood frames 10 cm x 7 cm. size including
anodized alluminium fixtures and fastenings
including primer coat of approved quality and two
coats of oil painting etc, complete. (iii) Partly
panelled and partly glazed.
Providing and fixing 30 mm thick FACTORY
MADE SOLID PANEL PVC DOOR SHUTTER
consisting of frame made out of M.S.tubes of
gauge thickness and size of 19 mm x 19 mm for stiles
and 15 mm x 15 mm for top and bottom rails.M.S.
frames hall have a coat of steel primers of
approved make and manufacture, M.S. frames hall
be covered with 5 mm thick heat moulded PVC
‘C’ channel of size 30 x 50 mm formings tiles,
and 5 mm thick 75 mm wide PVC sheets for to prail,
lock rail and bottom rail on either side, and 10 mm (5
mm x 2) thick, 20 mm wide cross PVC sheet as
gap insert for top rail and bottom rail, Panelling of
5 stiles and rails with 30 mm wide x 5 mm thick
PVC sheet beading on eighter side, and joined
together with solventcement adhesive,. An
additional 5 mm thick PVC strip of 20 mm width is to
be stculkon the interiors side of the ‘c’ channel
using PVC solvent cement adhesive etc.
complete as per direction of Engineer
incharge, manufacture’s specification and
24 2 drawing. 1135.02 Smt
Providing and fixing in position collapsible
steel shutters with vertical channels 20 x 10 x
2 mm braced with flat iron diagonal 20 x 5 mm size
with top and bottom rails T iron 40 x 40 x 6 mm
with 38 mm dia steel pulleys complete with bolts,
nuts, locking arrangements, stoppers, handles,
including a priming coat of red lead paint &
25 2 approved make. 5391.23 Sq.M.
Providing and fixing 1 mm thick M.S. sheet
sliding shutters with frame and diagonal braces
of 40x40x6 mm angle iron, 3.15 mm M.S.gusset
plates at Junctions and corners 25 mm dia.
pulley, 40x40x6 mm angle and T-iron guide
rail at top and bottom respactively with
handles, stoppers and locking agangement etc,
including applying a priming coat of red lead paint.
Providing & Fixing in position Alluminium doors
with frame using approved quality anodised
extruded alluminium section as approved by
Engg.in charge(Jindal alluminium) (a) Frame
sections 101.6x44.45 mm (b) Shutter bottom
vertical & top section 83.5x44.45 (wt.1.31
kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom
section at 114.3x44.45 mm at (1.37kg/mt)
Shutter middle section at 100x44.3 wt.(1.37 kg/mt)
incl.providing & installing 5 mm thick
approved color Acrylic sheet of standard
quality fixed with glazing chips on upper pannel &
Laminated sheet on lower pannel (wtt.0.13
kg/Rmt) etc.comp.as direction of engg.in
Providing and fixing extruded aluminum window
having extruded aluminum Colour r Powder Coated
section frame main outer size 127mm x 38.10mm x
1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track
member size 122.20mm x 31.75mm x 1.10mm @ Wt.
1.205 Kg/mt,vertical member of size 122.20mm x
31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding
shutters of horizontal member size 40mm x 18mm x
1.29mm @ wt.of 0.456Kg/mt,vertical member of size
with 5 mm thick transparent bronze colour tinted float
glass with powder coated aluminum fittings and
fixtures and transparent silicon sealant glass fixing to
frame as per details etc complete for window.
Providing & Fixing in position Alluminium
vents with frame using approved anodised
extruded alluminium section as approved by Engg.
In charge.(Jindal alluminium) units equivalent
Approved Rate)Frame section of 63.50 x
mm. (wt. 0.68Kg/Rmt) incl. Providing & Installing
5 mmthick approved color Acrylic sheet of
standard quality etc. comp. Sq.
Providing and fixing standared extruded of
alluminium section of size 63 mmx38.10
mmx1.2 mm (Jindal Section:2434, or equivalent @
Wt.0.643 Kg/mt) with colour anodized
alluminium frame for ventilation with 5 mm
thick frosted glass as details etc complete for Sq.
30 1 Ventilation 1163.92 M.
Providing and fixing standared extruded of
alluminium section of size 63.50 x 38.10 x
mm,@ Wt 1.094Kg / Rmt with colour Powder Coated
alluminium frame with 5 mm thick transparent
bronze colour tinted float glass as details etc complete
31 1 for Fix Partition 2,141.88 Sq.M.
Providing and laying 40 mm thick marble chips
flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick
cement concrete1:2:4 (1-Cement: 2-coarse sand:
4-graded stone aggregate 10 mm and down
gauge) and to player 10 mm thick with white, black
or white and blak marble cihps of required sizes from
1 mm to 4 mm nominal size laid in cement marble
powder mix 3:1 (3- Cement:1-Marble powder
by weight) in proportion of 4:7 (4- Cement:
7-marble chips by volume) (C) Medium
Shade pigment with approx 50% white cement
and 50% ordinary cement (In top layer only) (upto
Providing and laying marble chips skirting
(Terrazo) or dedo rubbed, and polished to
Granolithic finish to player 6 mm white, black or
white and black marble chips of size from
smallest to 4 mm nominal size laid in cement
marble powder mix 3:1 (3-Cement: 1 marble
powder by weight) in proportion of 4:7 (4-cement
marble powder mix: 7-marble chips by volume) (B)
Light shade pigment with white cement (In top layer
33 3 only) 869.4 Sqm
Providing and laying white glazed tiles 6mm thick 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
Providing and laying Ceramic tiles 6 mm thick in
flooring treads of steps and landing laid on a bed of
12 mm thick cement mortar 1:3 (1- cement :3-
coarses and) finishing with flush pointing in white
35 10 cement. 960.47 Sq.M.
Providing & Fixing 20 mm thick Mirror Polished
Decorative Granite Board with Computerised
Golden Letters Discription as per
instructions of engg. in charge to M.S. frame
structure for Inaugaration & Public Handover
36 1 Function (N.S.) 4,304.00 No.
Providing and laying Vitrified tiles 8 to 10 mm thick,
36''x36'' in flooring treads of steps and landing laid on
a bed of 12 mm thick cement mortar 1:3
(1-cement:3-coarses and) finishing with flush
pointing inwhite cement.
Providing and laying Vitrified tiles 8 to 10 mm thick,
24''x24'' in skrting risers of steps and dedo on 10 mm
thick cement plaster 1:3 (1- cement: 3-
coarse sand) and jointed with white cement
Providing and laying Vitrified tiles 8 to 10 mm thick,
in skrting risers of steps and dedo on 10 mm thick
cement plaster 1:3 (1-cement:3- coarse sand)
and jointed with white cement slurry
Providing and laying 24" x 24" vitrified Tiles
8 to 10 mm th. Double Charged gloosy/ Matt
of Approved make as approved by Adl.C.E. /
consultants in flooring over 20 mm thick cement
mortar 1:6 (1 cement : 6 coarse sand)on new
surface& jointed with colour cement slurry incl
with flush pointing & cleaning the surface etc. Sq.
Providing and laying 24" x 24" vitrified 8 to
10 mm th.Double Charged Gloosy / Matt tiles
of Approved make as Approved by Adl.C.E. /
Consultants for upto 10 cm high skirting as
approved by Engineer in charge over 10 mm thick
cement mortar 1:6 (1 cement : 6 coarse sand)on
new surface& jointed with colour cement slurry
incl with flush pointing & cleaning the surface etc.
Providing and laying polished Kota stone slab
flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or
L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid
over and jointed with grey cement slurry mixed with
pigment to match the shade of slab including
rubbing and polishing etc. complete. (A) 25 mm thick
Providing and laying marble stone slab flooring over
20mm (average)base of cement mortar 1:6 (1-cement
: 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 -
coarse sand) laid and jointed with gray cement slurry
including rubbing and polishing complete. (A)
Marble slab 25mm thick
Providing and laying polished Kota stone slab
flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or
L.M.1.1.5 laid over and jointed with grey
cement slurry including rubbing and polishing
etc.complete. (B) 30 mm thick
Providing and laying polished kota stone slab 25 mm
thick in risers of steps, skirting Dedo and pillars laid
on 10 mm thick cement mortar 1:3 (1-Cement :3
coarses and) and jointed with gray cement
slury mixed with pigment to match the shade of
slab including rubbing and polishing
45 1 etc.complete. 1176.03 Sq.M.
Providing and laying cement concrete
flooring 1:2:4 (1-cement: 2-coarses and:4-graded
stone aggregate 20mm nominal size) laid in one
layer and finished with a floating coat of neat
cement. (A) 40mm thick.
Providing and laying cement concrete
flooring 1:2:4 (1-cement: 2-coarse sand:4-graded
stone aggregate 20mm nominal size) laid in one
layer and finished with a floating coat of neat
cement. (B) 50mm thick.
Providing and laying broken china mosaic flooring
for terrace using 12 mm to 20 mm broken pieces of
glazed tiles to be laid over cement mortar 1:3 to plain
or slope and to be tempered to bring mortar creme out
upto surface using white cement including
rounding off junctions and extending them up
to15 cm along the wall, clearing with water
and oxalic acid etc.as directed.
Providing and laying coloured glazed tiles
of the size 300 mmx200 mmx8 mm/300
mmx450 mmx8 mm in skirting, risers of steps
and dedo on 10 mm. thick cement plaster 1:3
(1cement: 3 coarse sand) & jointed with white
49 1 cement slurry. 1426.95 Sqm
Providing ridges or hips 600 mm overall in plain
G.I. sheet class-3 fixed with G.I. J or L Hooks
and nuts 8 mm dia G.I. Limpet and bitumen
washer complete. (1) 0.80 mm thick sheet.
Providing and fixing 150 mm wide 450 mm over all
semi circular plain G.I.sheet class-3 gutter with
Iron brackets 40 mmx3 mm size Bolts, Nuts,
washers etc. including making necessary
connection with rain water pipes. (i) 0.80 mm thick
51 3 Sheet. 555.71 Sqm
Providing and fixing five courses water profing
treatment with bitumen felt consisting of second
and fourth course of blown/ bitumen or/and
residual bitumen applied hot at 1.2 kg.per
Sq.M.of area for each course and first course
with fibre base bitunen saturated under lay type
land third course with fibre base self finished felt
type 2 grade 1 and fifth and final course of stone
grit 6 mm and down size or pea sizes gravel
Cu.Metre/Sq.metre preparation of surface
excluding grading complete.
Providing and fixing on wall face C.I. Rain water
pipe including filling the joints with spun yarn soaked
in neat cement slurry and cement mortar 1:2(1-
Cement : 2-fine sand) (A) 75 mm dia.
Providing 15 mm thick cement plaster in single
coat on Rough (Similar) side of single or half brick
walls for interior plastering up to floor two level
and finished even and smooth in (i) Cement
mortar 1:3 (1-cement :3-sand)
Providing 20mm 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 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
Colour washing with lime on wall surface (two
coats) over and including a primary coat of
white washing to give an even shade after through
brooming the surface to remove all dirt, dust,
mortar drops and other foreigh matter.
Removing dry or oil bound distemper by
a washing and scraping and sand papering the
wall surface smooth including necessary
repairs to scratches complete.
Distempering with dry distemper of approved brand
and manufacture (two coats) and of required
shade on wall surfaces of given an even shade,
over and including a priming coat of
whiting after thoroughly brooming the surface
free from mortar dropping and other foreign
58 5 matter. 46.94 Sqm
Distempeing (Two coats) with oil bound
distemper of approved brand and manufacture
and of required shade on wall surfaces to give an
even shade, over and including a priming
coat with distemper primer of approved brand
and manufacture after thoroughly brushing the
surface free from mortar dropping and other
foreign matter and also including preparing
the surface even and sand papered smooth.
Extra Coat for Above Item over above for
every subsequent coat of approved brand and
Wall painting (two coats) with plastic emulsion
paint of approved brand and manufacture on
undecorated wall surface to give an even shade
including throughly brushing the surface free
from mortar droppings and other foreign matter and
sand papered smooth.
Extra over item for every sub sequent coat of
wall painting with plastic emulsion paint of
62 5 approved brand 33.39 Sqm
Extra over item for painting with plastic emulsion
62 a 5 paint of approved brand on ceilings and sloping roofs. 5.36 smt
Extra over item for painting with plastic emulsion
63 5 paint of approved brand on ceilings and sloping roofs. 34.34 Sqm
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.
Painting one coats (excluding priming coat) on
previously painted steel and other metal surface with
enamel paint, brushing to give an even shade
including cleaning the surface of all dirt, dust and
other foreign matter.
66 2 Extra over item for every sub sequent coat of paint. 50.4 Sqm
Painting two coats (excluding priming coat) on
new steel and other metal surface with synthetic
enamel paint, brushing to give an even shade
including cleaning the surfaceofalldirt,dust and other
foreign matter.
Painting one coats (excluding priming coat) on
previously printed steel and other metal surface with
synthetic enamel paint, brushing to give an even
shade including cleaning the surface of all dirt, dust
and other foreign matter.
Extra over Above item for every sub sequent coat
69 2 of paint. 43.47 Sqm
Painting two coats (excluding priming coat) on
external surface of new rain water, soil, waste and
vent pipes and fittings with ready mixed
bituminous brushing, black, anti corrosive to
give an even shade including cleaning of all dirt,
dustand other foreign matter.(75 mm dia)
Painting two coats (excluding priming coat) on
external surface of new rain water, soil, waste and
vent pipes and fittings with ready mixed
bituminous brushing, black, anti corrosive to
give an even shade including cleaning of all dirt,
dust and other foreign matter.(100 mm dia)
Painting two coats (excluding priming coat) on
new wood and wood based surface with enamel
paint, interior to give an even shade
including cleaning the surface of all dirt, dust
and other foreign matter sand papering and
stopping. (a) Ready mixed paint brushing wood
72 10 primier pink. 26.78 Sqm
Painting one coats (excluding priming coat) on
previously painted wood and wood based
surface with enamel paint, to give an even shade
including cleaning the of all dirt, dust and other
foreign matter.(b) Ready mixed paintbrushing
73 10 priming for enamel 26.78 Sqm
Extra over Above item for every sub sequent coat
74 20 of paint. 24.26 Sqm
Painting two coats (excluding priming coat) on
new wood and wood based surface with ready
mixed paint, brushing, oil, gloss, semi gloss to give
and even shade including cleaning of all dust, dirt
and other foreign matters and papering and
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 remove all dirt,
and remains of loose powdered materials.etc
76 5 complete 113.4 Sqm
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 matter and sand papered smooth.
Painting one coats (excluding priming coat) on
previously painted wood and wood based surface
with enamel paint, to give an even shade including
cleaning the of all dirt, dust and other foreign matter.
Writing letter or figures on any surface with
black japan paint (stops, comas, hyphens and the
like not to be measured and paid for per
separately) (i) Block (Letters/Figures) (Per 10 letter
Letter pet CM.HT) per
Demolition including stacking of serviceable
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
Demolition of Brick work and stone masonry
including stacking of serviceable materil as and
disposalof unserviceable materials with all lead and
lift.(ii) In Cement Mortar.
Dismentaling tiled of stone floors laid in mortar
including stacking of serviceable materil as and
disposal of unserviceable materials with all lead
82 5 and lift. 47.25 Sqm
Dismentaling of sheet roofing including
ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materil as and disposal of
unserviceable materials with all lead and lift.(i)
83 5 G.I.sheet roofing. 47.25 Sqm
Dismentling steel work including distempering
84 5 and stacking the materials with all lead and lift. 2.42 Kg.
Dismentling doors, windows, ventilators etc.
(wood or steel) shutters including chowkhats
architraves, hold fasts and other attachment etc.
complete and stacking the material within all lead
and lift.(i) Not exceeding 3 Sq.M. in area.
Dismentling doors, windows, ventilators etc.
(wood or steel) shutters including chowkhats
architraves,hold fasts and other attachment etc.
complete and stacking the material with in all
lead and lift.(ii) Exceeding 3 Sq.M.in area.
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 unserviceable materials with all lead and lift.
Dismentling C.I. pipes G.S.W. pipes abd A.C.
rain water pipes with fittings and clamps
including stacking the materials with all lead and lift
(for any dia, of pipe)
Dismantling santtary fittings like wash basin .
W.C. pan Indian and Europe an type, flushing tank
etc. including stacking the materials with all lead
89 2 and lift 401.63 Each
Scraping oil paint from steel and other metal
surface and making the surface even (with
Hand Scraping.)
Removing and scraping of old deteriorated
plaster of any thickness from wall /
R.C.C member including stacking of
serviceable material and disposal of unserviceable
from site of work with all lead and lift
Providing and fixing M.S. fan clamps of
shape and size as specified in existing R.C.C.
slab including cutting chase and making good.
Cutting out cracks of roof terrace to V-section,
cleaning out, wetting, grouting with cement and
sand slurry 1:3 (1-cement 3-sand )
Cutting out cracks roof terrace to V-Section
cleaning out and filling solidly with a hot
mixture of bitumen and clean dry sand (1:1 by
Providing & Fixing in position Alluminium
doors with frame using approved quality
anodised extruded alluminium section as
approved by Engg.in charge(Jindal alluminium)(a)
Frame sections 101.6x44.45 mm (b) Shutter
bottom vertical & top section 83.5x44.45
(wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom
section at 114.3x44.45 mm at (1.37 kg/mt) Shutter
middle section at 100x44.3 wt.(1.37 kg/mt)
incl.providing & installing 5 mm thick
approved color Acrylic sheet of standard quality
fixed with glazing chips on upper pannel &
Laminated sheet on lower pannel (wtt.0.13
kg/Rmt) etc.comp.as direction of engg.in Sq.
Providing & Fixing in position Fully Panelled /
Partly Panelled Partly Glazed / Fully Glazed
Alluminium doors with frame using approved
quality anodised extruded alluminium
section as approved by Engg. In charge.(Jindal
alluminium )(a) Frame sections 101.6x44.45 mm
b) Shutter vertical & top section 83.5x44.45
(wt. 1.31 kg/mt.)( at 1.31 kg/mt) © Shutter
bottom section at 114.3 x44.45mm at ( 1.37 kg/mt )
Shutter middle section at 100x44.3 wt. (1.37 kg/mt )
incl. providing & installing 5 mm thick Glass of
standaed quality fixed / 12 mm thick Laminated
sheet with glazing chips (wt. 0.13 kg/ Rmt) in
panels etc. comp. as per Detail Given &
direction of engg.in charge.
Providing & Fixing in position Alluminium
window 2/3/4 track sliding / fix type with
frame using approved anodised extruded
alluminium section as approved by Engg. In
charge.(Jindal alluminium) units equivalent.
including P/F installing 5 mm thick clear/tinted
Glass of standard quality etc.comp. Sq.
Providing & Fixing in position Alluminium
vents with frame using approved anodised
extruded alluminium section as approved by Engg.
In charge.(Jindal alluminium) units equivalent
Frame section of 63.50 x 38.50 mm. (wt.0.68
Kg/Rmt) incl. Providing & Installing 5 mm
thick Glass of standard quality etc. comp. Sq.
Providing and fixing of Ridge flashing for
roof panel shall be made out of 0.5 mm
thick pre coated GI sheet. The Pre coatedsheet
shall be of minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall have zinc
coating of minimum 120 gsm as per
IS:277:1992, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 15-18
micron. The PP GI Sheet shall have plastic
protective guard film of minimum 25 microns to
avoid scratches during transportation. The ridge
shall be fixed to the steel members by poprivetor
self drilling/self stitching fastners @ maximum
450mm c/c along length of capping/flashing etc
Supplying and fixing vinyl flooring over the
surface having 1-2 mm thickness as per
directed by engineer incharge etc as
100 2 completed (N.S.) 963 Smt
Providing and laying 15mm bamboza
wooden flooring as per architect's drawing
with all necessary details as directed by the
project consultants. Use underlay for better
result as per Detail specifications and directed by
the project consultants. (N.S.) Approved Rate )
Providing and fixing 1.20 Metre high fencing
with 2.0 Metre long M.S. Angle posts 40 mm x
mm x 6 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 posts in ground with 0.5 M x 0.5.M x 0.5 M.
102 2 block in C.C 1:5:10 etc complete. 385.4 Rmt
Renovation and Repairing work in Chainlink
fencing any size and also refixing work incl.
febrication work with all materails to be
painted one coat of primer and twocoats of paint
as directed inline and level. (N.S.)
Constructing a sink (chowkedi) with C.C. 1:2:4,
12 cm. thick over B.B. masonry in C.M, (1:6) in
front and dwarf wall 1.0 Mt. high and 23 cm. thick
cement plaster to masonry / in C.M.1:3) and
cement concrete flooring in 1:2:4: mix
104 2 5cm.dia.drain pipe etc.complete. 2235.66 Rmt
Constructing a cooking platform 60 cm. width and
70 cm high resting on B.B. Masonry walls 23 cm.
thick in C.M. (1:6) with (i) Fixing or precast
R.C.C. 1:2:4) 8 cm. thick slab with marble chips
set in C.M. (1:6) (6 mm thick terrazo) with
plastering on exposed faces walls in C.M. (1:4) etc
105 2 complete. 933.98 Rmt
Extra rate for using Ready Mix Concrete of
any grade for below ground level to vertical upto
any floor with delivery & suction Pipe & Pump etc.
The rate includes fule, pump operator, skilled labor,
driver etc completed and as per direction of engineer
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 incharge.
Carrying out timber treatment to all wood work
including drilling holes and spraying oil based
chemical solution on surface of timber work for
termite control including labor and material etc.
complete. Using Chlorpyriphos20 EC as per
2013 Part III (1% concentration by mass) is
recommended one litre chemical emulsion diluted
with 19 liters of kerosene. Total diluted concentration
will be 20 liters inclusive of 1 liter chemical emulsion
application in drilled holes and 0.75 / Litre chemical
per one Sqmt two coat on wood surface not protected
108 1 by paint or varnish. 54.98 Smt
Applying general insecticide pest control treatment to
floors, cupboards etc including labour materials etc.
complete. Using Imidacloprid 30.5 SCas Per IS
part -II( (0.075% concentration by mass) is
recommended 10.5ml chemical diluted with 5 liters
of water application 0.5 litre chemical /Sqm ofsurface
is recommended as per I.S.
Carring out plinth treatment to post construction /
existing structure by spraying chemical solution
for termite control treatment including labour and
material consist ment with I.S. specification.
Using Chlordene and Chior purfiles 20 EC. As
Per 6131_paret-II Consentration Weight on
percentis recommended i.e one litre 20 EC
chemical emulsion with 19 liter give 1%
concrentration inclusive of one litre chemical
emulsion appication attherate of 5 Litre chemical
/ Sqm of surface is recommended as per I.S
Carrying out wall treatment for termite control
including spraying with chemical solution in oil base
including labour and material Using Chlorpyriphos
20 ECAs per IS 6313 part - II (1% concentration by
mass) is recommended i.e one litre chemical
emulsion diluted with 19 liter oil base. Total solution
will be 20 liters inclusive of one liter chemical
emulsion application at the rate of 7.5 litre chemical /
Sqm of surface is recommended as per I.S.S
Providing erecting and fixing double coated
Syntex or equivalent PVC.(ISI) water tank of
required capacity each with all necessary fittings
and connection etc. complete on terrace.
Providing and fixing to wall, ceiling and floor
galvanised Mild steel tubes (Medium grade)
of the following nominal bore, tube fitting and
clamps including making good the wall ceiling and
0 (F) 50mm 779.6 Rmt
Providing and laying in trenches galvanised mild
steel tubes (Midium grade) of the following
nominal bore, and tube fitting (Earth work in
trenches to be measured and paid for separately)
Making connection of galvanised Mild steel
distribution branch with galvanised mild steel main
50 mm to 80 mm nominal bore by providing
and fixing tee including cutting and threading
the pipes complete.
Providing and fixing to wall ceiling and floor
Kg.F/Cm2 working pressure poluthene pipes of
the following out side Dia. Low densidy,
complete with special falnge compression type
fittings,wall clips etc.including making good the
wall ceiling and floor.
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene pipes
of the following out side Dia. Low densidy,
complete with special falnge compression type
fittings, wall clips etc. including making good
the wall ceiling and floor.
4 (C) 32mm 116.4 Rmt
Providing and fixing cast iron (Spun) Nahni
trap of the following nominal diameter of self
cleaning design with C.I. screaed down or higned
grating including cost of cutting and making good
the walls and floor 100 mm inlet and 50 mm
outlet.(C)100mm dia.
Providing and fixing water closet squatting Pan
(Indian type W.C.Pan) size 580 mm (Earth
work, bed concrete, foot rest and trap to be
measured and paid for separately) (A) Vitreous
China. (I)Long pattern = White colour
Provdg. & fixing wall mounted White /
Color Vitreous China European water closet
with integral P trap of "Cera" - Clair Series or
equivalent incl. seat cover , Chair Bracket etc.
complete as per direction of engg. In charge.(N.S.)
Providing and fixing wsh down water closet
(Europe an type, W.C.Pan) with integral P or S trap
including jointing the trap with soil pipe in
Cement Mortar1:1 (1- Cement:1-fine sand)
(Seal and cover to be measured and paid
forseparately) (A) vitreous China Pattern :(i) in
121 1 white colour 1290.8 Each
Provdg. & Fixing Flat Back Large Urinal of White/
colour of "Cera" or " Hindware" incl. C.P. Brass
waste coupline , waste pipe, pvcconnection
etc. Complete.( size 635 x395x420 mm )
Providing & Fixing Angle cock of " Ess Ess" -
Trend series or equivalent standard make as
approved by engg. in charge all complete. (N.S.)
Providing and fixing 100 mm size P or S trap
for water closet squatting pan including jointing
the trap with the pan and soil pipe in cement
Mortar1:1 (1-Cement : 1-Fine sand)(A) Vitreous
Providing and fixing wash basin with single hole
for pillar tap with C.I.or M.S. brackets painted
white including sutting holes and making good the
same but excluding fittings. (A) Vitreous China:
(ii) Flat Back wash basin 550 mm x v 400 mm size.(i)
In white colour.
Providing and fixing Kitchen sink with C.I. or M.S.
brackets, painted white including cutting holes
in walls and making good the same but excluding
fittings. © Vitreous China Sink. (i) 600 mm x
mmx 150 mm size
Providing and fixing 600 mm x 450 mm bevelled
edge mirrror of superior glass mounted on
mm thick A.C. sheet or ply wood sheet and fixing to
wooden pluge with C.P. brass screws and washers.
Providing and fixing chromium plated brass halftrun
flush cock of approved quality including fixing in
pipe line etc. complete.
Provdg. & fixing White / Color Vitreous china
Counter wash basin with signle hole for pillar tap
of "Cera " - Concord series of 550 x425 mm size
to be fiited in stone counter with necessary
brackets painted white incl. cutting holes and
making good the same .Cost Includes P/F C.P.
brass waste coupline, 32 mm dia fisher union
mm dia. Pillar cock & Angle cock of " Ess Ess"-
Trend series ,32 mm dia. Waste pipe etc.
complete as per dir. of engg. in charge.
Providing and fixing washbasin with single holefor
pillar tap with C.I. or M.S. brackets painted white
including sutting holes and making goodthe same but
excluding fittings.(A) Vitreous China:(ii) Flat Back
washbasin 550 mm x v400mm size. (i) In white
130 1 colour. 1400.18 No
Providing & Fixing S.S.304 Grade Sink of
Nirali / Krishna or Equivalent Make for
Kitchen Platform of size : 24":x18" as per
Direction of engg. In charge
Providing and fixing C.P. brass towel rail
comlete with C.P.brass brackets fixed to wooden
plugs with C.P. brass scews.(B) 600mm x 20mm
Providing and fixing 600 mmx120 mm glass shelf
with C.P. brass bracket and guard rail complete
mixed to wooden plug with C.P.brass screws.
Providing and fixing toilet paper holder. (A)
134 1 C.P.Brass 414.53 Each
Providing and fixing screw down bib taps of
following size. (A) Brass screw down bib tap
polished bright.
5 (i) 15mm dia. 184.98 Each
5 (ii) 20mm dia. 212.68 Each
Providing and fixing screw down bib taps of
following size. (B) Brass chromium plated screws
1 (i) 15mm dia. 184.98 Each
1 (ii) 20mm dia. 212.68 Each
Providing and fixing screw down bib taps of
137 following size. © Gun metal screw down bib tap.
5 (i) 15mm dia. 157.29 Each
5 (ii) 20mm dia. 176.09 Each
Providing and fixing pillar tap, capstan head,
screw down high pressure with screws, shanks and
5 (i) 15mm dia. 305.67 Each
5 (ii) 20mm dia. 351.18 Each
Providing and fixing Gun metal check or non-
139 return fullway wheel valve.
5 (i) 15mm dia. 184.98 Each
5 (ii) 20mm dia. 201.8 Each
1 (III) 25 MM DIA 416.47 Each
1 (E) 40mm dia 656.86 Each
Providing and fixing chromium plated brass
half trun flush cock of approved quality including
fixing in pipe line etc. complete.
5 (i) 20mm dia. 252.26 Each
5 (ii) 25mm dia. 261.16 Each
5 (iii) 32mm dia. 273.03 Each
Providing and fixing Urinal or approved
quality including conecting the Urinal with
waste pipe , tap etc.complete. (A) White earthen
ware flat back or corner type size 430mm x
Providing and fixing Urinal of approved
quality including connection with trap and
with integral longitudinal flush pipe. (A) Squating
plate pattern white earthen ware 550mm x
Providing and fixing chromium plated, bottle
trap with necessary couplings of approved quality
for wash basin.
Providing and fixing ball cock ofapproved quality
144 2 as directed. (A) Copper Metal (i) 25mm dia. 131.57 Each
Providing and fixing ball cock of approved
145 2 quality as directed. (B)Abonite (i) 25mm dia. 101.89 Each
Filling with good Quality thor as and where
directed by the Architect / Engineer-in-charge,
in sunk in layers of 15 cm. thickness, including
watering, ramming well etc. complete, as directed
by the Architect / Engineer-in-charge .
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold
water including fittings make PRINCE/
SUPREME/ ASTRAL/ FINOLEX or equivalent 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 concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
solvent, including cost of all
147 30 materials.adhesive 71.93 Rmt
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold
water including fittings make PRINCE/
SUPREME/ ASTRAL/ FINOLEX orequivalent 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 concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold
water including fittings make PRINCE/
SUPREME/ ASTRAL/ FINOLEX or equivalent 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 concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold
water including fittings make PRINCE/
SUPREME/ ASTRAL/ FINOLEX or equivalent 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 concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold
water including fittings make PRINCE/
SUPREME/ ASTRAL/ FINOLEX or equivalent 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 concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all
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 dia 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
weighting 13 kg/100 mt. (Average) as per
manufacture's specification. The rate shall
also include providing and fixing 1.20 mt.total
long MS angle 40 x 40 x 6 mm @3.00 mt.c/c
spacing embaded 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
151 5 compound wall. 390 Rmt
Fixing sun film for protection sunlight in black or any
colour as as directd by engineer In Charge.(Market
Providing & Fixing 3 mm thick F.R.P.sheet of
Approved Quality & Color / Pattern as per
Consultant's design also includes required
fabrication structure in the grid of 2'-0x2'-0 size
using hollow pipe of16 gauge & size 2"x1" &
1"x1" ,G.I. & Bitumen Washers, Silicon paste
application for fixing the sheet . Rate also
includesnecessary bending, cutting, labor charges
Zinc Primer coat & Two coats of oil painting of
color as approved by consultants & making good
the wall. (N.S.)
Providing 2 mm thick F.R.P. Gutter with necessary
154 5 M.S. Supporting Brackets. (N.S.) 400 Rmt
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.
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)
Hiring charges for Tractor with Trolley, Considering
156 3 8 hrs.as Working day hours incl.dirver 2,104.09 No.
Roller Blind Providing and fixing Roller Blind
curtain fixed on window level on wooden
batten and curtain lift with cotton thin rope,
make of aerolax or equivalent design and
colour as per instruction by engineer – in –
Charge with necessary hardware fitting, material
157 2 and labour etc complete. 3,285.00 Smt
Providing & Fixing Door closer - complete of
Approved make to wooden / Aluminium Doors as per
direction of engg. In charge.
Providing and fixiing M.S. Fan clamps type 1 of
mm dia M.S. bar bent to shape with hooked ends of
R.C.C. slabs during laying incl. painting the exposed
protion of loops, all as per standard design complete.
Providing cement vata (10cm. x 10 cm. size) quarter
round in cement mortar 1:1 including neat cement
finishing, watering etc. complete.
Making Water connection from exi.Muni. Water line
Providing and applying fibere reinforced
cementitious micro concrete work in cellings
and beams incl.mixture of
CEMSCREED HM (F) fair mate company
material, FBR bonding agent material with
water in suItable proportion anti corrosive
treatment on exposed beam,celling steel bars with
safeCore R incl.all kind of labour
etc.comp.including three coat of white
wash.(Approved Rate)
Providing and Fixing 1 H.P. Electrical monoblock or
submarcible water pumps withmotor and required
cable and switch board of approved brand and make
etc.comp.as directed.
.Providing TMT Bar FE 415 reinforcement for
R.C.C. work including bending, binding and placing
in position complete up to floor two level
ProvidingTMTBarFE500/500Dreinforcement for
R.C.C.workincluding bending,binding and placing in
position complete upto floor two level placing in
position complete upto floor two level placing in
position complete upto floor two level
Providing and fixing 30mm thick solid both side
prelam PVC door shutter (sintex door-equivalent)
with necessary alluminium fitting with EL-7 section
164 3 frame 2,867.00 Smt
CONVEYANCE CHARGES-FOR DIFFERENT
TYPES OF MATERIALS (A) lime murrum building
rubbish earth manure or sludge & execavated rock
and rubbish [Lime murrum building rubbish]
10 a) Lead up to 1 Km. 256.16 Cmt.
5 b) Lead From 1Km to 2 Km. 278.18 Cmt.
5 c) Lead From 2 Km to 3 Km. 296.43 Cmt.
1 d) Lead From 3 Km to 4 Km. 312.45 Cmt.
1 e) Lead From 4 Km to 5 Km. 326.73 Cmt.
Providing and laying polished granite stone slab
mm thick in risers of steps, dedo and pllars laid on
mm thick cement mortar 1:3 (1 cement:3 coarse sand)
and jointed with gray cement slurry including rubbing
& polishing etc.complete.
Wall panelling with 12 mm MDF fixed to existing
alluminium framing and making grove as per
design and finished with royal plastic paint as per
instruction of engineer incharge. (N.S.)
Providing and laying 15mm bamboza
wooden flooring as per architect's drawing
with all necessary details as directed by the
project consultants. Use underlay for better
result as per Detail specifications and directed by
the project consultants. (N.S.) (Approved Rate )
Applying two coats of Birla
(whitecementbased) 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
Finishing wall with weather proof exterior emulsion
paint on wall surface (two coats) to give an required
shape evenshade after thoroughly brushing the
surface to remove all dirt, and remains of loose
170 50 powdered materials.etc complete 113.4 Sq.M.
Providing and fixing flush door shutters, solid
core construction with frame of first class
hardwood with cross board and face veneer or
plywood face panels, with both side 1 mm
laminate finishing including anodized aluminum
butt hinges with necessary screws. Decorative
type and pine wood core anodized minimum
no 150 mm long aluminum butt hinges in flush
door shutters with 2 no of brass holdfast 325 mm
long 1 no brass tower bolt 250 mm long and two no
of 150 mm long brass door handle . Decorative
both side laminated Flush door 35 mm thick. with
frame of 10 cm x 7 cmt Indian teak wood frame
including all necessary fitting fixtures
hardware screw and adhesive etc fixing up to all
lead and lift height up to 45 mtr from GL etc
complete as per direction of engineer in charge
P/M/F chainlink jali 8'x4' size as per details sketch &
instructionof engineer in charge same as lal darwaja
garden pattern consisting of 3'dia. M.S black pipe 'A'
class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of
9"x9"x9" size chain link jali of size 2"x2"x10 gauge
fixed in 35x35x5 mm MS angle frame 8'x4' size with
MS flat of size 25x3 mm welded jali etc.comp.The
jali is to be welded to MS pipe with MS flat as
instruction given.The M.S pipe and the M.S angle
frame are to be painted one coat of primer and two
coats of paint as directed in line and level. (N.S)
Providing & Fixing masonary wall with porbandar
lachiya stone with well dressed grooveas per directed
by engg.in charge for foundation, plinth or super
structure level (above plinth level upto floor two
level) in cement mortar 1:5 (1-cement : 5-fine sand)
incl.pointing the joint with white cement and yellow
oxide powder in proportion to match stone colour the
joints should be thread grooved as per exi. lake stone
pitching apperance
(A) stone masonary wall/stone dressed single faced
1 (B) stone coping (size 15"x8"x4") 510 Rmt
1 (C) stone coping (size 15"x8"x9") 790 Rmt
1 (D) stone column (size 15"x15") 10,710.00 Cmt
1 (E) stone column top (size 20"x20"x9") 685 No.
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
10 cutting of asphalt, fixing the Kerb stones in line and 350.89 Rmt
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.
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
30 mechanically compacted. The work of paving 501.6 Smt
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 sand beddding.
Provoding and fixing flush door shutters, solid core
construction with frame of first class hard wood with
cross board and face veneer or ply wood face panels,
including anodised alluminium butt hinges with
necessary screws. (B) Non- decorative type and block
board core anodised alluminium butt hinges in flush
door shutters (2) 35 mm thick. Labour work for fixing
any kind of paving with cement pointing in CM 1:2,
including watering, ramming etc comp. as dir.For
Labour work for fixing Interlocking Blocks / any
kind of pavement on up to 50 mm thick sand bedding,
levelling, watering and fixing in line & level as well
177 60 cleaning the site etc.comp. as directed.
Box type metal letters forming composite box made
from 1mm thick stainless steel plate of grade
having brush finish of following font size to be fixed
at Main Gate in english and or Gujrati and including
fixing charges approved before fixing by clent /
178 consultant.
A 5 400mm high 1,000.00 Nos.
B 5 300 mm high 750 Nos.
C 5 230 mm high 565 Nos.
Providing and fixing false ceiling at all height
including providing and fixing of frame work made
of special sections, power pressed from M.S. sheets
and galvanized with zinc coating of 120 gms/sqm
(both side inclusive) as per IS : 277 and consisting of
angle cleats of size 25 mm wide x 1.6 mm thick with
flanges of 27 mm and 37mm, at 1200 mm centre to
centre, one flange fixed to the ceiling with dash
fastener 12.5 mm dia x 50mm long with 6mm dia
bolts, other flange of cleat fixed to the angle hangers
of 25x10x0.50 mm of required length with nuts &
bolts of required size and other end of angle hanger
fixed with intermediate G.I. channels 45x15x0.9 mm
running at the spacing of 1200 mm centre to centre,
to which the ceiling section 0.5 mm thick bottom
wedge of 80 mm with tapered flanges of 26 mm each
having lips of 10.5 mm, at 450 mm centre to centre,
shall be fixed in a direction perpendicular to G.I.
intermediate channel with connecting clips made out
of 2.64 mm dia x 230 mm long G.I. wire at every
junction, including fixing perimeter channels 0.5 mm
thick 27 mm high having flanges of 20 mm and
mm long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at 450 mm
centre, with 25mm long dry wall screws @ 230 mm
interval, including fixing of gypsum board to ceiling
section and perimeter channel with the help of dry
wall screws of size 3.5 x 25 mm at 230 mm c/c,
179 1 including jointing and finishing to a flush finish of 850 Smt
tapered and square edges of the board with recomme-
nded jointing compound , jointing tapes , finishing
with jointing compound in 3 layers covering upto
mm on both sides of joint and two coats of primer
suitable for board, all as per manufacturer’s
specification and also including the cost of making
openings for light fittings, grills, diffusers, cutouts
made with frame of perimeter channels suitably fixed,
all complete as per drawings, specification and
direction of the Engineer in Charge but excluding the
cost of painting.
Providing & Fixing SPEED BUMP - #2 No (1 black,
1 yellow) 350 x 500 x 50 mm, Size per color End
Cape 350 MM x 175 MM x 50 MM TOP DESIGN -
Lining Top flat ANTI SKID PATTERN FOR GRIP
COLOUR :- YELLOW & BLACK BODY
MATERIAL :- MODIFIED THERMOPLASTICS
(Polymer Rubberized ) • ECO FRIENDLY
RECYCLE RUBBER Packing :- 4 pcs/ woven Bag
Load Capacity :- 20 MT Fitting ( Fixing on TRAKE)
:-4 holes & END CAPE :- 2 HOLE HEX Bolts with
Washer Epoxy for Bolt Fitting etc. complete as
directed by EIC .
Providing and fixing of Roller blind curtain/blackout.
The fabric shall be woven from formulated platisol
extruded over a polyaster yarn.The fabric shouldl be
weaved to provide subtle view of the side of the blind
and should offer elimination of glare and sunlight
radiance upto a minimum of 80%.The fabric shall be
flame retardant.
Providing and fixing PVC/Gpsysum plain colour
false ceiling with grid type with aluminium
frame from gypsteel, fastners ,props, Finishing as
per architectural drawing allowing openings
for A.C. Diffusers, Light/Electrical Points etc
–complete, Prior to fixing on frame.(Brand :
Anutone or equivalent ) (N.S.) or as directd by
engineer In Charge.
Provdg. & laying S.W. Gully trap with brick masonry
chamber & water tight G.T.Stone including fixing of
covervSquare mouth trap 100 mm x100 mm size P-
Providing cement vata (10cmx10cmsize) quarter
roundin cement mortar 1:1 including neat cement
finishing, waterin getc. complete.
Providing and laying (to level or slopes) and jointing
with stiff mixture of Cement Mortar in proportion 1:1
Salt glazed stoneware pipes including testing of pipes
and joints complete.(A) 100mm dia.
Providing and laying (to level or slopes) and jointing
with stiff mixture of Cement Mortar in proportion 1:1
Salt glazed stoneware pipes including testing of pipes
and joints complete.(B) 150mm dia.
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35Kg/Cm2 in C.M.
1:5 C.I. cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of cover with
frame to be not less than 38Kg. (Wt. of cover 23 Kg.)
and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4
mix (1-cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete 1:5:10
inside plaster 15mm 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 455mmx 610mm and 450mm deep for
single pipe line.
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35Kg/Cm2 in C.M.
1:5 C.I. cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of cover with
frame to be not less than 38Kg. (Wt. of cover 23 Kg.)
and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4
mix (1-cement :2- coarse sand :4-graded stone 3624.51 Each
aggregate 20mm size) foundation concrete 1:5:10
inside plaster 15mm 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 500mm x 700 mm and 450mm deep for
pipe line with one or two inlets.
Providing, supplying and fixing pre cast C.C. blocks
(M-20) edge kerb having size of 75 x 300 x 300 mm
depth and as per design conveying it to the site,
jointing into C:M 1:3 and racking out the joints incl.
necessary excavation of asphalt, soil etc. completed. (
189 3 App Rate )
Constructing a cooking Sandwich platform 60 cm.
width and 70 cm high resting on B.B.Masonry walls
23 cm.thick in C.M.(1:6) with (ii) Fixing black
Granitee 30mm thick laid on precast R.C.C. (1:2:4)
slab with plastering on exposed faces of wall in C.M.
(1:4) etc complete
Providing and fixing hard drawn steel wire fabric
75mm x 25mm mesh or weight not less than 7.75 kg.
per Sq.M. to window frames etc. including60 x
20mm beading of teak wood.
Providing & fixing 15 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
Providing and laying cement concrete flooring 1:2:4
(1-cement : 2-coarse sand : 4-graded stone aggregate
20mm nominal size) laid in one layer and finished
with a floating coat of neat cement. (A) 50mm thick.
Providing and constructing, Underground (U/G)
water tank of specified capacity, on specified
location, for all depths, in controlled CC of M-200
grade with bottom slab, top slab and RCC walls,
including cost of form work and reinforcement,with
inside and outside plaster in CM 1 :3 and water
proofing treatment as per IWP specification,including
injection, grouting, etc. complete. The rate includes
for providing and fixing two nos. 0.6m. x 0.6 m. size
medium duty CI manhole cover/s at top, including
wash out pipe line and inlet and outlet connections
194 500 etc. complete. 6.5 Litre
Providing and fixing PVC Printed pain colour false
ceiling with grid type with alluminium frame
consisting of 600mm x 600mm 3mm thick plain PVC
sheet used as panel insert in a frame work made using
anodized alluminium T section of size 1 x 1 (235 x
25mm, 19 gauge or 1 mm thick) in square pattern of
grid sizes of 2 x 2 (600 x 600mm) The alluminium
20 frame work is supported from the cceiling with the 300.12 Smt
help of G.I. hook and G.I. wire/6mm M.S. rods of
required sizes to maintain proper level etc. The
aluminium frame work is supported on side wall with
the use of alluminium L section of size 1 x1 (25 x
25mm) angles etc. complete as per direction of
Engineer in charge. Manufactures specification and
Supplying, labour for excavation of all type of soil at
any depth including excavation of asphalt pavement
of any thickness,demolition of brick work in cm of
any proportion including stacking of serviceable
materials and disposal of unserviceable material rtc
comp. as directed.
Mazdoor(male) at day/night(r&b sor 2023-
24,sr.no.1051,code no.L022)
Mazdoor(Female) at day/night(r&b sor 2023-
24,sr.no.1050,code no.L021)
Fitter/makadam/supervisor at day/night(r&b sor
2023-24,sr.no.1043,code no.L014)
Supplting of welding machine / gas cutter including
D 10 cost of welding rods/gas, Transportation, including 1500 No
carting from site to work place.
E 35 Fitter/Plumber/Mason/carpenter 800.00 No
Supplying Pneumatic Breaker 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
197 8 working condition of machinery and for pipe line 528.00 HR
excavation and M.H. work. Allowed only for break
Providing and fixing concealed center point to wall
ceiling & floor CPVC (SDR 13.5) PIPE having
National Sanitation Foundation (NSF) seal for
potable water of following dia. Nominal bore tube
fittings and clamps including making good the wall,
ceiling and floor etc. complete.
A 4 15 MM DIA 165.21 Rmt
B 4 20 MM DIA 202.97 Rmt
C 4 25 MM DIA 247.25 Rmt
D 5 32 MM DIA 330.36 Rmt
E 2 40 MM DIA 437.66 Rmt
199 2 50 MM DIA 647.3 Rmt
Supplying and fixing C.I. cover 300mm x 300mm
without frame for Gulley trap (Standard pattern) te
weight of cover to be not less 4.53 Kg.)
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene pipes
of the following out side Dia. Low densidy,
complete with special falnge compression type
fittings, wall clips etc. including making good
the wall ceiling and floor.
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
1.00 the prop. of CM (1:6) with 40 mm thick IPS flooring 3110.80 No
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.
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit
1.00 jali with frame 600mm x 600mm clear opening etc. 1377.64 No
203 comp.. As directed by engineer in charge.
Constructing Slab type M.H. Chamber of the
following size including excavation, refilling, brick
bats cement concrete (1:5:10) of thickness 15 C.M.,
CC Channel (1:2:4) of thickness 10 C.M., finished
mm thick cement plaster inside & outside (Only for
shaft) in CM 1:3, finishing with cement slurry, P/F
mm dia M.S.Steel HDPE coated steps 35 cm c/c at
204 cm staggered in masonary CM 1:5, RCC Slab in CC
1:1.5:3 of thickness 23 C.M., including Cantering &
reinforcement (double jalli at 15 C.M. c/c bothway
mm dia.) but excluding the cost of Manholeseat cover
etc..completed. of Size 1.00 X 1.40 meter (Inside
Clear,M.H. length should be parallel to the flow, for
pipe dia <= 800 mm) (Based on Drainage SOR 2009-
1.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 Nos.
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.
1.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.
1.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.
0.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.
Constructing Chamber of following size including
excavation, refilling, BBCC (1:5:10) for foundation,
C.C.Channel (1:2:4), finished 15 mm thick cement
206 plaster inside in CM 1:3, finishing with cement
slurry, Brick masonary in CM 1:5 & excluding the
cost of chamber seat cover etc.completed.
0.60 X 0.45 mt. size Inside Clear, Depth from
0.0 to 0.90 meter 2261.61 No.
0.60 X 0.75 mt. size Inside Clear, Depth from
0.0 to 0.90 meter. 2874.11 No.
0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to
1.20 meter. 3905.36 No.
Providing F.R.C. MH seat cover incl. carting to the
207 work site etc. comp. Directed.
(SET cover and frame) F.R.C. Light Duty [LD-2.5]
Machinehole Covers & Frames560mm ø clear
opening, The dimension of frame and cover as per
mentioned in Amend No.1 to IS 12592 : 2002 table
(As Per Central stores circular No. 11 /2022-23
208 (GWSSB SOR 22-23 Sec-1.A Item no.11 pg.17 )
Providing and supplying ISI marked only Standard
length Stoneware pipes in standard lengths of
following class and diameter including all taxes,
insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading, conveyance to
departmental stores, stacking etc. complete. (IS -
/ 1989)(GWSSB SOR 2022-23,page no- 40)
Lowering, laying and jointing stone ware pipes of
following diameters with cement joints in C.M.1:1
proportion in proper position , grade and alignment at
209 all level as directed by Engineer-in- charge including
conveyance from stone to site of work, Jointing
material etc.comp.(GWSSB SOR 2022-23,page no-
Providing and fixing 1 mm thick M.S. sheet
sliding shutters with frame and diagonal braces
of 40x40x6 mm angle iron, 3.15 mm M.S.gusset
plates at Junctions and corners 25 mm dia.
210 4 pulley, 40x40x6 mm angle and T-iron huide 2625.00 Smt
rail at top and bottom respactively with
handles, stoppers and locking agangement etc,
including applying a priming coat of red lead paint.
(upto 10 ton) (R&B SOR 21-22 Item code 11004A)
Supplying Pneumatic Breaker Machine for RCC Stab
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 machinery and for pipe line
excavation and M.H. work. Allowed only for break
down work) (Based on Previously approved rate hy
Providing and Fixing swimming pool overflow
212 20.00 channel grating/Strips, Double pin, 10 Inch ( As per Rmt.
Market Rate ) 1,250.00
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 Addl.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 Necessary Civil work in the Staff quarters and Main building of the
fire station located in Maninagar Ward, South Zone
2 Time Limit 12 Months
3 Tender Validity Period 120 days from the date of submission of the tender
4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent
registration with any other state Govt. or institutions.
5 Estimated Cost put to Rs.
6 Earnest Money Deposit Rs.8308.00 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 Tenders from the amc.nprocure.com website shall be downloaded
from AS PER TENDER NOTICE INVITED
11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The
Tenders. tenders received after latest schedule date and time will not be
entertained under any circumstances.
12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to
Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone
Office, Opp. Fire Station, Maninagar, Ahmedabad-380008
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 cicurity 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
september may be treated as the last date.
16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but
not more than 10% of cost of remaining works.
17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each
Money from each RA RA bill. It will be released along with release of payment of Final Bill.
18 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
19 For E.P.F. Act. As per Account department cicular no.27, date-07/01/2026
20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.
The Rates are Exclusive of GST. Prevailing GST will be paid
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
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FOR BANK GUARANTEE
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 agreement.
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 the work.
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 from
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 shall
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 15 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 15 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 contractor.
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
Signature of contractor with seal Addl.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 sumwithin the limit of
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 of
Date: Signature & Seal of Guarantor...........................
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 Addl.City Engineer (S.Z) Dy. Municipal Commissioner (S.Z)
Date Ahmedabad Municipal Corporation
TENDER DECLARATION FORM
The Deputy Municipal Commissioner,
South Zone, Ahemedabad
Name of Works: Necessary Civil work in the Staff quarters and Main building of the fire station
located in Maninagar Ward, 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
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
ybœtJtœ BGþrlrmvj ftuvotuhuNl
ÆÂûtKÍtul - Esluh Ftðþ
1. mbgbgto>t ykdu yuj.ytu.ytR.ytÃgt ctœ 10 rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth ctœ&e dKJtbtkk ytJNu. <ubs
ðgth ctœ Jfo ytuzoh R~gw&gu&e mbtg bgtoœt NY &guje dKtNu.<&t <u mt&u fhthvºt fhJtltu hnuNu. ylu<u bwsc ftb NÁ fhJtle
<theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -15 fh<tk J^w rJjkc ltk rfMmt btk <ubs
Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu vulÕxe cej btk&e ftvJtbtk ytJNu. <ub
A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme
zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.
2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.
3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.
4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle
5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk
6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.
7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.
8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.
9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk
hSMxuNl fhtJJtLþk hnuNu.
10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx
www.ahmedabadcity.gov.inWvh Bþfuj Au.
11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.
12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.
13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.
14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht
^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ
WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e
hfb ftve juJtbtk ytJNu.
15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf
ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.
16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo
sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg
<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the
vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,
mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu
BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.
17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz
y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.
juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn
<ubs ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu
ftuLx[[tfxhlu ckk^l f<to hnuNu.
18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.
19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn
fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh >ltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.
20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.
21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle
J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.
22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u
hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.
23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.
24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the
yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux
nt<k btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.
juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.
25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the
yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux
nt<k btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.
juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.
26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft
øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx
www.ahmedabadcity.gov.inWvh Bþfuj Au.
27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t
Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.
28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.
29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ > vnujt, atÕþ ftbu <&t ftb ÃËKo
>ltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e
ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.
30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt
Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.
31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l
&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb
NY fhtJJtLþk hnuNu.
32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug
<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.
J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.
33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,
ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.
34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne
juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj
ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle
m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.
35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.
36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.
Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.
ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh
btuctEj lkch mt&u (œrûtK Ítul)
yufhthlwk Vtubo
(1)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au
ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e
(2)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu
ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.
ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh
btuctEj lkch mt&u (œrûtK Ítul)
" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”
œrûtK Ítul- Esluh Ftðþ
vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.
" yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ
J^thtu ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe>huf ytExbbtk J^^x
&tg fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu
CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb
fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl
meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu
lrn yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u
fhJtbtk ytJNu.”
ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh
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 final.
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 contractor.
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 rejected.
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of
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 Addl.City Engineer
Mobile No.:- ( South Zone)
For materials relevant specification of Building Specification shall apply.
Name of Works: - Necessary Civil work in the Staff quarters and Main building of the fire station
located in Maninagar Ward, South Zone.
TECHNICAL SPECIFICATIONS
item no 1. 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
item no 2. Excavation for foundation up to1.5 m depth including sorting out and stacking of useful
materials and disposing of theexcavated stuff upto 50 Meter lead.(A) Loose or soft soil (R &
B S.O.R 2023-24 I.no. Item Code 04001A)
item no 3. Providing and laying cement concrete1:5:10 (1-Cement: 5- coarses sand and:10-hand
broken stone aggregates 40mm nominal size) and curing complete excluding cost of
formworkin (A) Foundation and Plinth.
item no 4. Providing and laying cement concrete1:4:8 (1-Cement: 4- coarses and:8-hand broken
stone aggregates 40mm nominal size) and curing complete excluding cost of formworkin
(A) Foundation and Plinth
item no 5. 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
item no 6. Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-crushed stone
aggregates 20mm nominal size) and curing complete including cost of formwork in (A)
wall caps/coping
item no 7. Providing and laying cement concrete work 1:2:4 ((1-Cement:2- coarse sand:4-graded
aggregates 20mm nominal size) curing complete excluding cost of formwork and
item no 8. Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates
20 mm nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness
upto floors two level including finishing the exposed surfaces with cement mortar
1:3 (1 cement : 3 find sand) to give a smooth and even surface centering and form work and
curing complete excluding cost of reinforcement.
item no 9. Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and
curing complete, excluding the cost of form work and reinforcement for reinforced concrete
item no 10. Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded
stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete
including the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv)
Slabs having more than 13 cm and upto 15 cm.thickness
item no 11. Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded
stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete
including the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv)
Slabs having more than 8 cm and upto 10 cm.thickness
item no 12. Brick work using common burnt clay building bricks having crushing strength not
less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6 -
item no 13. Extra Rate for brickwork in Above Item for super structure above plinth level upto floor
two level (B) Conventional
item no 14. Half brick masonry in common brunt clay building bricks having crushing strength not less
than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and
Plinth conventional brickwork
item no 15. Extra for half brick masonry in super structure above plinth level upto floor two
level (B) conventional
item no 16. 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 upto floor four level
item no 17. Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors
windows and clear story windows including anodised alluminium But hinges with necessary
screws and indian teak wood shutters with.
item no 18. Providing and fixing 25 mm thick shutters for cup boards etc. including black
enamelled M.S. butt hinges with necessary screws.(A) Indian teak wood. (i) Fully Panelled.
item no 19. Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with
M.S. flats at required spacings and frame alround, square or round bars with round headed
bolts and nuts or by screws (A) Plain Grill.
item no 20. Providing and fixing glazed louvered glass windows and ventilators with teak
wood frame 10 cm. x 7 cm. size including 3 coats of oil painting to wood work etc.complete.
item no 21. Providing and fixing glazed louvered glass windows and ventilators with teak
wood frame 10 cm.x7 cm. size including 3 coats of oil painting to wood work
etc.complete.with wooden louvers plank 12mm thick
item no 22. Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows
including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium
fixtures and fastenings including primer coat of approved quality and two coats of oil painting
etc, complete.(ii) Fully Glazed.
item no 23. Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows
including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed
fixtures and fastenings including primer coat of approved quality and two coats of oil painting
etc, complete.(ii) Fully Panelled.
item no 24. Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR
SHUTTER consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x
19 mm for stiles and 15 mm x 15 mm for top and bottom rails.M.S. frames hall have a coat of
steel primers of approved make and manufacture, M.S. frames hall be covered with 5 mm
thick heat moulded PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick
mm wide PVC sheets for to prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2)
thick, 20 mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of
stiles and rails with 30 mm wide x 5 mm thick PVC sheet beading on eighter side, and
joined together with solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm
width is to be stculkon the interiors side of the ‘c’ channel using PVC solvent
cement adhesive etc. complete as per direction of Engineer incharge, manufacture’s
specification and drawing.
item no 25. Providing and fixing in position collapsible steel shutters with vertical channels 20 x
10 x 2 mm braced with flat iron diagonal 20 x 5 mm size with top and bottom rails T iron 40 x
40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements,
stoppers, handles, including a priming coat of red lead paint & approved make.
item no 26. Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal
braces of 40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners
mm dia. pulley, 40x40x6 mm angle and T-iron guide rail at top and bottom
respactively with handles, stoppers and locking agangement etc, including applying a
priming coat of red lead paint.
item no 27. Providing & Fixing in position Alluminium doors with frame using approved quality
anodised extruded alluminium section as approved by Engg.in charge(Jindal
alluminium) (a) Frame sections 101.6x44.45 mm (b) Shutter bottom vertical & top section
83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm
at (1.37kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing
5 mm thick approved color Acrylic sheet of standard quality fixed with glazing chips on
upper pannel & Laminated sheet on lower pannel (wtt.0.13 kg/Rmt) etc.comp.as
direction of engg.in charge.(N.S.)
item no 28. Providing and fixing extruded aluminum window having extruded aluminum Colour r Powder
Coated section frame main outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal
Four track member size 122.20mm x 31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of
size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal
member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm x
18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted float
glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing
to frame as per details etc complete for window.
item no 29. Providing & Fixing in position Alluminium vents with frame using approved anodised
extruded alluminium section as approved by Engg. In charge.(Jindal alluminium) units
equivalent Approved Rate)Frame section of 63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) incl.
Providing & Installing 5 mmthick approved color Acrylic sheet of standard quality etc.
item no 30. Providing and fixing standared extruded of alluminium section of size 63 mmx38.10
mmx1.2 mm (Jindal Section:2434, or equivalent @ Wt.0.643 Kg/mt) with colour
anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc
complete for Ventilation
item no 31. Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm,@
Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent
bronze colour tinted float glass as details etc complete for Fix Partition
item no 32. Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:
4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white,
black or white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in
cement marble powder mix 3:1 (3- Cement:1-Marble powder by weight) in proportion of
4:7 (4- Cement: 7-marble chips by volume) (C) Medium Shade pigment with
approx 50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)
item no 33. Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to
Granolithic finish to player 6 mm white, black or white and black marble chips of size from
smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3-Cement:
marble powder by weight) in proportion of 4:7 (4-cement marble powder mix: 7-marble chips by
volume) (B) Light shade pigment with white cement (In top layer only)
item no 34. Providing and laying white glazed tiles 6mm thick 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
item no 35. Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing laid on a
bed of 12 mm thick cement mortar 1:3 (1- cement :3-coarses and) finishing with flush pointing in
item no 36. Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with Computerised
Golden Letters Discription as per instructions of engg. in charge to M.S. frame
structure for Inaugaration & Public Handover Function (N.S.)
item no 37. Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and landing
laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with
flush pointing inwhite cement.
item no 38. Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on
10 mm thick cement plaster 1:3 (1- cement: 3-coarse sand) and jointed with white
item no 39. Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on
mm thick cement plaster 1:3 (1-cement:3- coarse sand) and jointed with white cement
item no 40. Providing and laying 24" x 24" vitrified Tiles 8 to 10 mm th. Double Charged
gloosy/ Matt of Approved make as approved by Adl.C.E. / consultants in flooring over
mm thick cement mortar 1:6 (1 cement : 6 coarse sand)on new surface& jointed with colour
cement slurry incl with flush pointing & cleaning the surface etc. comp.
item no 41. Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Gloosy /
Matt tiles of Approved make as Approved by Adl.C.E. / Consultants for upto 10 cm high
skirting as approved by Engineer in charge over 10 mm thick cement mortar 1:6 (1 cement :
coarse sand)on new surface& jointed with colour cement slurry incl with flush pointing &
cleaning the surface etc. comp.
item no 42. Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses
and) laid over and jointed with grey cement slurry mixed with pigment to match the shade of
slab including rubbing and polishing etc. complete. (A) 25 mm thick
item no 43. Providing and laying marble stone slab flooring over 20mm (average)base of cement mortar 1:6 (1-
cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with gray
cement slurry including rubbing and polishing complete. (A) Marble slab 25mm thick
item no 44. Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey
cement slurry including rubbing and polishing etc.complete. (B) 30 mm thick
item no 45. Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and
pillars laid on 10 mm thick cement mortar 1:3 (1-Cement :3 coarses and) and jointed with
gray cement slury mixed with pigment to match the shade of slab including rubbing and
polishing etc.complete.
item no 46. Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded
stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat
cement. (A) 40mm thick.
item no 47. Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarse sand:4-graded
stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat
cement. (B) 50mm thick.
item no 48. Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken
pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring
mortar creme out upto surface using white cement including rounding off junctions
and extending them up to15 cm along the wall, clearing with water and oxalic acid
etc.as directed.
item no 49. Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300
mmx450 mmx8 mm in skirting, risers of steps and dedo on 10 mm. thick cement plaster
1:3 (1cement: 3 coarse sand) & jointed with white cement slurry.
item no 50. Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I. J or L
Hooks and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet.
item no 51. Providing and fixing 150 mm wide 450 mm over all semi circular plain G.I.sheet class-3 gutter
with Iron brackets 40 mmx3 mm size Bolts, Nuts, washers etc. including making necessary
connection with rain water pipes. (i) 0.80 mm thick Sheet.
item no 52. Providing and fixing five courses water profing treatment with bitumen felt consisting
of second and fourth course of blown/ bitumen or/and residual bitumen applied hot at
1.2 kg.per Sq.M.of area for each course and first course with fibre base bitunen
saturated under lay type land third course with fibre base self finished felt type 2 grade 1 and
fifth and final course of stone grit 6 mm and down size or pea sizes gravel spread at
0.008 Cu.Metre/Sq.metre preparation of surface excluding grading complete.
item no 53. Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn
soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine sand) (A) 75 mm
item no 54. Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or
half brick walls for interior plastering up to floor two level and finished even and smooth in
(i) Cement mortar 1:3 (1-cement :3-sand)
item no 55. Providing 20mm 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 8mm thick finishing
coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
item no 56. Colour washing with lime on wall surface (two coats) over and including a primary coat
of white washing to give an even shade after through brooming the surface to remove all
dirt, dust, mortar drops and other foreigh matter.
item no 57. Removing dry or oil bound distemper by a washing and scraping and sand
papering the wall surface smooth including necessary repairs to scratches complete.
item no 58. Distempering with dry distemper of approved brand and manufacture (two coats) and of
required shade on wall surfaces of given an even shade, over and including a priming
coat of whiting after thoroughly brooming the surface free from mortar dropping and
other foreign matter.
item no 59. Distempeing (Two coats) with oil bound distemper of approved brand and manufacture
and of required shade on wall surfaces to give an even shade, over and including a
priming coat with distemper primer of approved brand and manufacture after
thoroughly brushing the surface free from mortar dropping and other foreign matter
and also including preparing the surface even and sand papered smooth.
item no 60. Extra Coat for Above Item over above for every subsequent coat of approved brand
and manufacture.
item no 61. Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture
on undecorated wall surface to give an even shade including throughly brushing the surface
free from mortar droppings and other foreign matter and sand papered smooth.
item no 62. Extra over item for every sub sequent coat of wall painting with plastic emulsion paint of
item no 62. (a) Extra over item for painting with plastic emulsion paint of approved brand on ceilings and
item no 63. Extra over item for painting with plastic emulsion paint of approved brand on ceilings and sloping
item no 64. 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.
item no 65. Painting one coats (excluding priming coat) on previously painted steel and other metal
surface with enamel paint, brushing to give an even shade including cleaning the surface of all
dirt, dust and other foreign matter.
item no 66. Extra over item for every sub sequent coat of paint.
item no 67. Painting two coats (excluding priming coat) on new steel and other metal surface with
synthetic enamel paint, brushing to give an even shade including cleaning the
surfaceofalldirt,dust and other foreign matter.
item no 68. Painting one coats (excluding priming coat) on previously printed steel and other metal surface
with synthetic enamel paint, brushing to give an even shade including cleaning the surface of
all dirt, dust and other foreign matter.
item no 69. Extra over Above item for every sub sequent coat of paint.
item no 70. Painting two coats (excluding priming coat) on external surface of new rain water, soil,
waste and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive
to give an even shade including cleaning of all dirt, dustand other foreign matter.(75 mm dia)
item no 71. Painting two coats (excluding priming coat) on external surface of new rain water, soil,
waste and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive
to give an even shade including cleaning of all dirt, dust and other foreign matter.(100 mm dia)
item no 72. Painting two coats (excluding priming coat) on new wood and wood based surface with
enamel paint, interior to give an even shade including cleaning the surface of all dirt,
dust and other foreign matter sand papering and stopping. (a) Ready mixed paint brushing wood
item no 73. Painting one coats (excluding priming coat) on previously painted wood and wood based
surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other
foreign matter.(b) Ready mixed paintbrushing priming for enamel
item no 74. Extra over Above item for every sub sequent coat of paint.
item no 75. Painting two coats (excluding priming coat) on new wood and wood based surface with
ready mixed paint, brushing, oil, gloss, semi gloss to give and even shade including cleaning of
all dust, dirt and other foreign matters and papering and stopping.
item no 76. 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 remove all dirt,
and remains of loose powdered materials.etc complete
item no 77. 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 matter and sand papered smooth.
item no 78. Painting one coats (excluding priming coat) on previously painted wood and wood based surface
with enamel paint, to give an even shade including
cleaning the of all dirt, dust and other foreign matter.
item no 79. Writing letter or figures on any surface with black japan paint (stops, comas, hyphens
and the like not to be measured and paid for separately) (i) Block (Letters/Figures)
(Per 10 Letter pet CM.HT)
item no 80. Demolition including stacking of serviceable materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
item no 81. Demolition of Brick work and stone masonry including stacking of serviceable materil as and
disposalof unserviceable materials with all lead and lift.(ii) In Cement Mortar.
item no 82. Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and
disposal of unserviceable materials with all lead and lift.
item no 83. Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materil as and disposal of unserviceable materials with all lead and lift.(i)
G.I.sheet roofing.
item no 84. Dismentling steel work including distempering and stacking the materials with all lead and
item no 85. Dismentling doors, windows, ventilators etc. (wood or steel) shutters including
chowkhats architraves, hold fasts and other attachment etc. complete and stacking the
material within all lead and lift.(i) Not exceeding 3 Sq.M. in area.
item no 86. Dismentling doors, windows, ventilators etc. (wood or steel) shutters including
chowkhats architraves,hold fasts and other attachment etc. complete and stacking the
material with in all lead and lift.(ii) Exceeding 3 Sq.M.in area.
item no 87. 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 unserviceable materials with all lead and lift.
item no 88. Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps
including stacking the materials with all lead and lift (for any dia, of pipe)
item no 89. Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing
tank etc. including stacking the materials with all lead and lift
item no 90. Scraping oil paint from steel and other metal surface and making the surface even (with
Hand Scraping.)
item no 91. Removing and scraping of old deteriorated plaster of any thickness from wall /
R.C.C member including stacking of serviceable material and disposal of unserviceable
from site of work with all lead and lift
item no 92. Providing and fixing M.S. fan clamps of shape and size as specified in existing
R.C.C. slab including cutting chase and making good.
item no 93. Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement
and sand slurry 1:3 (1-cement 3-sand )
item no 94. Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot
mixture of bitumen and clean dry sand (1:1 by weight)
item no 95. Providing & Fixing in position Alluminium doors with frame using approved quality
anodised extruded alluminium section as approved by Engg.in charge(Jindal alluminium)(a)
Frame sections 101.6x44.45 mm (b) Shutter bottom vertical & top section
83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37
kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm
thick approved color Acrylic sheet of standard quality fixed with glazing chips on upper
pannel & Laminated sheet on lower pannel (wtt.0.13 kg/Rmt) etc.comp.as direction of
engg.in charge.(N.S.)
item no 96. Providing & Fixing in position Fully Panelled / Partly Panelled Partly Glazed / Fully Glazed
Alluminium doors with frame using approved quality anodised extruded alluminium
section as approved by Engg. In charge.(Jindal alluminium )(a) Frame sections 101.6x44.45 mm
b) Shutter vertical & top section 83.5x44.45 (wt. 1.31 kg/mt.)( at 1.31 kg/mt) ©
Shutter bottom section at 114.3 x44.45mm at ( 1.37 kg/mt ) Shutter middle section at 100x44.3
wt. (1.37 kg/mt ) incl. providing & installing 5 mm thick Glass of standaed quality fixed /
12 mm thick Laminated sheet with glazing chips (wt. 0.13 kg/ Rmt) in panels etc. comp. as
per Detail Given & direction of engg.in charge.
item no 97. Providing & Fixing in position Alluminium window 2/3/4 track sliding / fix type
with frame using approved anodised extruded alluminium section as approved by Engg.
In charge.(Jindal alluminium) units equivalent. including P/F installing 5 mm thick
clear/tinted Glass of standard quality etc.comp.
item no 98. Providing & Fixing in position Alluminium vents with frame using approved anodised
extruded alluminium section as approved by Engg. In charge.(Jindal alluminium) units
equivalent Frame section of 63.50 x 38.50 mm. (wt.0.68 Kg/Rmt) incl. Providing &
Installing 5 mm thick Glass of standard quality etc. comp.
item no 99. Providing and fixing of Ridge flashing for roof panel shall be made out of
mm thick pre coated GI sheet. The Pre coatedsheet shall be of minimum 240 mpa steel
grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per
IS:277:1992, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-
18 micron. The PP GI Sheet shall have plastic protective guard film of minimum
microns to avoid scratches during transportation. The ridge shall be fixed to the steel members
by poprivetor self drilling/self stitching fastners @ maximum 450mm c/c along length of
capping/flashing etc complete .
item no 100. Supplying and fixing vinyl flooring over the surface having 1-2 mm thickness as per
directed by engineer incharge etc as completed (N.S.)
item no 101. Providing and laying 15mm bamboza wooden flooring as per architect's drawing
with all necessary details as directed by the project consultants. Use underlay for
better result as per Detail specifications and directed by the project consultants. (N.S.) Approved
item no 102. Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm
x 40 mm x 6 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 posts in ground with 0.5 M x 0.5.M x
0.5 M. block in C.C 1:5:10 etc complete.
item no 103. Renovation and Repairing work in Chainlink fencing any size and also refixing work incl.
febrication work with all materails to be painted one coat of primer and twocoats of paint
as directed inline and level. (N.S.)
item no 104. Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B. masonry in C.M,
(1:6) in front and dwarf wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in
C.M.1:3) and cement concrete flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.
item no 105. Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry walls
cm. thick in C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with
marble chips set in C.M. (1:6) (6 mm thick terrazo) with plastering on exposed faces walls
in C.M. (1:4) etc complete.
item no 106. Extra rate for using Ready Mix Concrete of any grade for below ground level to vertical
upto any floor with delivery & suction Pipe & Pump etc. The rate includes fule, pump operator,
skilled labor, driver etc completed and as per direction of engineer in charge
item no 107. 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
item no 108. Carrying out timber treatment to all wood work including drilling holes and spraying oil based
chemical solution on surface of timber work for termite control including labor and material etc.
complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1% concentration by mass) is
recommended one litre chemical emulsion diluted with 19 liters of kerosene. Total diluted
concentration will be 20 liters inclusive of 1 liter chemical emulsion application in drilled holes and
0.75 / Litre chemical per one Sqmt two coat on wood surface not protected by paint or varnish.
item no 109. Applying general insecticide pest control treatment to floors, cupboards etc including labour
materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075% concentration
by mass) is recommended 10.5ml chemical diluted with 5 liters of water application 0.5 litre
chemical /Sqm of
surface is recommended as per I.S.
item no 110. Carring out plinth treatment to post construction / existing structure by spraying chemical
solution for termite control treatment including labour and material consist ment with I.S.
specification. Using Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II
Consentration Weight on percentis recommended i.e one litre 20 EC chemical emulsion with
19 liter give 1% concrentration inclusive of one litre chemical emulsion appication
attherate of 5 Litre chemical / Sqm of surface is recommended as per I.S
item no 111. Carrying out wall treatment for termite control including spraying with chemical solution in oil base
including labour and material Using Chlorpyriphos 20 ECAs per IS 6313 part - II (1% concentration
by mass) is recommended i.e one litre chemical
emulsion diluted with 19 liter oil base. Total solution will be 20 liters inclusive of one liter chemical
emulsion application at the rate of 7.5 litre chemical / Sqm of surface is recommended as per I.S.S
item no 112. Providing erecting and fixing double coated Syntex or equivalent PVC.(ISI) water tank
of required capacity each with all necessary fittings and connection etc. complete on
item no 113. Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade)
of the following nominal bore, tube fitting and clamps including making good the wall ceiling and
item no 114. Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the
following nominal bore, and tube fitting (Earth work in trenches to be measured and
paid for separately)
item no 115. Making connection of galvanised Mild steel distribution branch with galvanised mild steel main
50 mm to 80 mm nominal bore by providing and fixing tee including cutting and
threading the pipes complete.
item no 116. Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2 working pressure poluthene pipes
of the following out side Dia. Low densidy, complete with special falnge
compression type fittings,wall clips etc.including making good the wall ceiling and floor.
item no 117. Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working pressure polythene
pipes of the following out side Dia. Low densidy, complete with special falnge
compression type fittings, wall clips etc. including making good the wall ceiling and floor.
item no 118. Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of
self cleaning design with C.I. screaed down or higned grating including cost of cutting and
making good the walls and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.
item no 119. Providing and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm
(Earth work, bed concrete, foot rest and trap to be measured and paid for separately) (A)
Vitreous China. (I)Long pattern = White colour
item no 120. Provdg. & fixing wall mounted White / Color Vitreous China European water
closet with integral P trap of "Cera" - Clair Series or equivalent incl. seat cover , Chair
Bracket etc. complete as per direction of engg. In charge.(N.S.)
item no 121. Providing and fixing wsh down water closet (Europe an type, W.C.Pan) with integral P or
S trap including jointing the trap with soil pipe in Cement Mortar1:1 (1- Cement:1-fine
sand) (Seal and cover to be measured and paid forseparately) (A) vitreous China Pattern :(i)
in white colour
item no 122. Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P.
Brass waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 x395x420
item no 123. Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard
make as approved by engg. in charge all complete. (N.S.)
item no 124. Providing and fixing 100 mm size P or S trap for water closet squatting pan including
jointing the trap with the pan and soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand)(A)
Vitreous China.
item no 125. Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S. brackets
painted white including sutting holes and making good the same but excluding fittings. (A)
Vitreous China: (ii) Flat Back wash basin 550 mm x v 400 mm size.(i) In white colour.
item no 126. Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including cutting
holes in walls and making good the same but excluding fittings. © Vitreous China Sink. (i)
600 mm x 450 mmx 150 mm size
item no 127. Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted
on 6 mm thick A.C. sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws
item no 128. Providing and fixing chromium plated brass halftrun flush cock of approved quality including fixing
in pipe line etc. complete.
item no 129. Provdg. & fixing White / Color Vitreous china Counter wash basin with signle hole for
pillar tap of "Cera " - Concord series of 550 x425 mm size to be fiited in stone counter with
necessary brackets painted white incl. cutting holes and making good the same .Cost
Includes P/F C.P. brass waste coupline, 32 mm dia fisher union ,15 mm dia. Pillar cock &
Angle cock of " Ess Ess"- Trend series ,32 mm dia. Waste pipe etc. complete as per dir.
of engg. in charge.
item no 130. Providing and fixing washbasin with single holefor pillar tap with C.I. or M.S. brackets painted
white including sutting holes and making goodthe same but excluding fittings.(A) Vitreous
China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In white colour.
item no 131. Providing & Fixing S.S.304 Grade Sink of Nirali / Krishna or Equivalent Make for
Kitchen Platform of size : 24":x18" as per Direction of engg. In charge
item no 132. Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to
wooden plugs with C.P. brass scews.(B) 600mm x 20mm size.
item no 133. Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard rail
complete mixed to wooden plug with C.P.brass screws.
item no 134. Providing and fixing toilet paper holder. (A) C.P.Brass
item no 135. Providing and fixing screw down bib taps of following size. (A) Brass screw down bib tap
polished bright.
item no 136. Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws
item no 137. Providing and fixing screw down bib taps of following size. © Gun metal screw down bib tap.
item no 138. Providing and fixing pillar tap, capstan head, screw down high pressure with screws,
shanks and back nuts.
item no 139. Providing and fixing Gun metal check or non-return fullway wheel valve.
item no 140. Providing and fixing chromium plated brass half trun flush cock of approved quality including
fixing in pipe line etc. complete.
item no 141. Providing and fixing Urinal or approved quality including conecting the Urinal
with waste pipe , tap etc.complete. (A) White earthen ware flat back or corner type size
item no 142. Providing and fixing Urinal of approved quality including connection with trap
and with integral longitudinal flush pipe. (A) Squating plate pattern white earthen ware
item no 143. Providing and fixing chromium plated, bottle trap with necessary couplings of approved
quality for wash basin.
item no 144. Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal (i) 25mm dia.
item no 145. Providing and fixing ball cock of approved quality as directed. (B)Abonite (i) 25mm dia.
item no 146. Filling with good Quality thor as and where directed by the Architect / Engineer-in-
charge, in sunk in layers of 15 cm. thickness, including watering, ramming well etc. complete,
as directed by the Architect / Engineer-in-charge .
item no 147. Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH-40) for
cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent
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 concelled as directed including necessary fittings etc.
including testing of pipe and joints and fixing the same with solvent, including cost of all
materials.adhesive
item no 148. Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH-40) for
cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX orequivalent
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 concelled as directed including necessary fittings etc.
including testing of pipe and joints and fixing the same with adhesive solvent, including cost
of all materials.
item no 149. Providing laying and jointing in true line and level 32 mm dia. U.P.V.C. Pipe (SCH-40) for
cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent
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 concelled as directed including necessary fittings etc.
including testing of pipe and joints and fixing the same with adhesive solvent, including cost
of all materials.
item no 150. Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. Pipe (SCH-40) for
cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent
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 concelled as directed including necessary fittings etc.
including testing of pipe and joints and fixing the same with adhesive solvent, including cost
of all materials.
item no 151. 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 dia 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 weighting 13 kg/100 mt. (Average)
as per manufacture's specification. The rate shall also include providing and fixing
mt.total long MS angle 40 x 40 x 6 mm @3.00 mt.c/c spacing embaded 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 compound wall.
item no 152. Fixing sun film for protection sunlight in black or any colour as as directd by engineer In
Charge.(Market rate)
item no 153. Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as per
Consultant's design also includes required fabrication structure in the grid of 2'-0x2'-0 size
using hollow pipe of16 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon paste
application for fixing the sheet . Rate also includesnecessary bending, cutting, labor charges
Zinc Primer coat & Two coats of oil painting of color as approved by consultants & making
good the wall. (N.S.)
item no 154. Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets. (N.S.)
item no 155. 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. 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)
item no 156. Hiring charges for Tractor with Trolley, Considering 8 hrs.as Working day hours incl.dirver
item no 157. Roller Blind Providing and fixing Roller Blind curtain fixed on window level on
wooden batten and curtain lift with cotton thin rope, make of aerolax or equivalent
design and colour as per instruction by engineer – in – Charge with necessary hardware
fitting, material and labour etc complete.
item no 158. Providing & Fixing Door closer - complete of Approved make to wooden / Aluminium Doors as per
direction of engg. In charge.
item no 159. Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia M.S. bar bent to shape with hooked
ends of R.C.C. slabs during laying incl. painting the exposed protion of loops, all as per standard
design complete.
item no 160. Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat
cement finishing, watering etc. complete.
item no 161. Making Water connection from exi.Muni. Water line (N.S.)
item no 162. Providing and applying fibere reinforced cementitious micro concrete work in
cellings and beams incl.mixture of CEMSCREED HM (F) fair mate company
material, FBR bonding agent material with water in suItable proportion anti corrosive
treatment on exposed beam,celling steel bars with safeCore R incl.all kind of labour
etc.comp.including three coat of white wash.(Approved Rate)
item no 163. Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps withmotor and
required cable and switch board of approved brand and make etc.comp.as directed.
item no 163. (A) .Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and
placing in position complete up to floor two level
item no 164. Providing and fixing 30mm thick solid both side prelam PVC door shutter (sintex door-equivalent)
with necessary alluminium fitting with EL-7 section frame
item no 165. CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime murrum
building rubbish earth manure or sludge & execavated rock and rubbish [Lime murrum
building rubbish]
item no 166. Providing and laying polished granite stone slab 18 mm thick in risers of steps, dedo and pllars laid
on 10 mm thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with gray cement slurry
including rubbing & polishing etc.complete.
item no 167. Wall panelling with 12 mm MDF fixed to existing alluminium framing and making grove as
per design and finished with royal plastic paint as per instruction of engineer incharge. (N.S.)
item no 168. Providing and laying 15mm bamboza wooden flooring as per architect's drawing
with all necessary details as directed by the project consultants. Use underlay for
better result as per Detail specifications and directed by the project consultants. (N.S.)
(Approved Rate )
item no 169. Applying two coats of Birla (whitecementbased) 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
item no 170. Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an
required shape evenshade after thoroughly brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete
item no 171. Providing and fixing flush door shutters, solid core construction with frame of first class
hardwood with cross board and face veneer or plywood face panels, with both side 1 mm
laminate finishing including anodized aluminum butt hinges with necessary screws.
Decorative type and pine wood core anodized minimum 3 no 150 mm long aluminum butt
hinges in flush door shutters with 2 no of brass holdfast 325 mm long 1 no brass tower bolt
250 mm long and two no of 150 mm long brass door handle . Decorative both side laminated
Flush door 35 mm thick. with frame of 10 cm x 7 cmt Indian teak wood frame including
all necessary fitting fixtures hardware screw and adhesive etc fixing up to all lead and
lift height up to 45 mtr from GL etc complete as per direction of engineer in charge
item no 172. P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same as lal
darwaja garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C
1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle
frame 8'x4' size with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be welded to MS
pipe with MS flat as instruction given.The M.S pipe and the M.S angle frame are to be painted one
coat of primer and two coats of paint as directed in line and level. (N.S)
item no 173. Providing & Fixing masonary wall with porbandar lachiya stone with well dressed grooveas per
directed by engg.in charge for foundation, plinth or super structure level (above plinth level upto
floor two level) in cement mortar 1:5 (1-cement : 5-fine sand) incl.pointing the joint with white
cement and yellow oxide powder in proportion to match stone colour the joints should be thread
grooved as per exi. lake stone pitching apperance
item no 174. 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
cm thick Sand Bedding.
item no 175. 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 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 sand beddding.
item no 176. Provoding and fixing flush door shutters, solid core construction with frame of first class hard wood
with cross board and face veneer or ply wood face panels, including anodised alluminium butt
hinges with necessary screws. (B) Non- decorative type and block board core anodised alluminium
butt hinges in flush door shutters (2) 35 mm thick. Labour work for fixing any kind of paving with
cement pointing in CM 1:2, including watering, ramming etc comp. as dir.For pavement
item no 177. Labour work for fixing Interlocking Blocks / any kind of pavement on up to 50 mm thick sand
bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as directed.
item no 178. Box type metal letters forming composite box made from 1mm thick stainless steel plate of grade
304 having brush finish of following font size to be fixed at Main Gate in english and or Gujrati and
including fixing charges approved before fixing by clent / consultant.
item no 179. Providing and fixing false ceiling at all height including providing and fixing of frame work made
of special sections, power pressed from M.S. sheets and galvanized with zinc coating of
gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x
1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to
the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat
fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size
and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the
spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of
mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall
be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of
2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm
thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @
mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the
help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a
flush finish of tapered and square edges of the board with recomme-nded jointing compound
jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of
joint and two coats of primer suitable for board, all as per manufacturer’s specification and also
including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of
perimeter channels suitably fixed, all complete as per drawings, specification and direction of the
Engineer in Charge but excluding the cost of painting.
item no 180. Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow) 350 x 500 x 50 mm, Size per color
End Cape 350 MM x 175 MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID PATTERN
FOR GRIP COLOUR :- YELLOW & BLACK BODY MATERIAL :- MODIFIED
THERMOPLASTICS (Polymer Rubberized ) • ECO FRIENDLY RECYCLE RUBBER Packing
:- 4 pcs/ woven Bag Load Capacity :- 20 MT Fitting ( Fixing on TRAKE) :-4 holes & END CAPE :-
2 HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc. complete as directed by EIC .
item no 181. Providing and fixing of Roller blind curtain/blackout. The fabric shall be woven from formulated
platisol extruded over a polyaster yarn.The fabric shouldl be weaved to provide subtle view of the
side of the blind and should offer elimination of glare and sunlight radiance upto a minimum of
80%.The fabric shall be flame retardant.
item no 182. Providing and fixing PVC/Gpsysum plain colour false ceiling with grid type with aluminium
frame from gypsteel, fastners ,props, Finishing as per architectural drawing allowing
openings for A.C. Diffusers, Light/Electrical Points etc –complete, Prior to fixing on
frame.(Brand : Anutone or equivalent ) (N.S.) or as directd by engineer In Charge.
item no 183. Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight G.T.Stone including
fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap
item no 184. Providing cement vata (10cmx10cmsize) quarter roundin cement mortar 1:1 including neat cement
finishing, waterin getc. complete.
item no 185. Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in
proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(A)
item no 186. Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in
proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(B)
item no 187. Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with
bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light
duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement
:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster
15mm 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 455mmx 610mm and 450mm deep for single
item no 188. Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with
bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light
duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement
:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster
15mm 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 500mm x 700 mm and 450mm deep for pipe
line with one or two inlets.
item no 189. Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x
x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking
out the joints incl. necessary excavation of asphalt, soil etc. completed. ( App Rate )
item no 190. Constructing a cooking Sandwich platform 60 cm. width and 70 cm high resting on B.B.Masonry
walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee 30mm thick laid on precast R.C.C.
(1:2:4) slab with plastering on exposed faces of wall in C.M. (1:4) etc complete
item no 191. Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight not less than
kg. per Sq.M. to window frames etc. including60 x 20mm beading of teak wood.
item no 192. Providing & fixing 15 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
item no 193. Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone
aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (A)
item no 194. Providing and constructing, Underground (U/G) water tank of specified capacity, on specified location,
for all depths, in controlled CC of M-200 grade with bottom slab, top slab and RCC walls, including cost
of form work and reinforcement,with inside and outside plaster in CM 1 :3 and water proofing treatment
as per IWP specification,including injection, grouting, etc. complete. The rate includes for providing and
fixing two nos. 0.6m. x 0.6 m. size medium duty CI manhole cover/s at top, including wash out pipe line
and inlet and outlet connections etc. complete.
item no 195. Providing and fixing PVC Printed pain colour false ceiling with grid type with alluminium frame
consisting of 600mm x 600mm 3mm thick plain PVC sheet used as panel insert in a frame work made
using anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square
pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium frame work is supported from the cceiling
with the help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to maintain proper level etc.
The aluminium frame work is supported on side wall with the use of alluminium L section of size 1 x1
(25 x 25mm) angles etc. complete as per direction of Engineer in charge. Manufactures specification and
item no 196. Supplying, labour for excavation of all type of soil at any depth including excavation of asphalt
pavement of any thickness,demolition of brick work in cm of any proportion including stacking
of serviceable materials and disposal of unserviceable material rtc comp. as directed.
item no 197. Supplying Pneumatic Breaker 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 machinery and for pipe line excavation and M.H. work. Allowed
only for break down work)
item no 198. Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings
and clamps including making good the wall, ceiling and floor etc. complete.
item no 199. 50 MM DIA
item no 200. Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard pattern) te
weight of cover to be not less 4.53 Kg.)
item no 201. Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working pressure polythene pipes of
the following out side Dia. Low densidy, complete with special falnge compression type
fittings, wall clips etc. including making good the wall ceiling and floor.
item no 202. 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.
item no 203. 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.
item no 204. Constructing Slab type M.H. Chamber of the following size including excavation, refilling, brick bats
cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished
mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with cement slurry, P/F
mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in
CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M. c/c
bothway 12 mm dia.) but excluding the cost of Manholeseat cover etc..completed. of Size 1.00 X
meter (Inside Clear,M.H. length should be parallel to the flow, for pipe dia <= 800 mm) (Based on
Drainage SOR 2009-10)
item no 205. 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.
item no 206. Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) for
foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3,
finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat
cover etc.completed.
item no 207. Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.
item no 208. Providing and supplying ISI marked only Standard length Stoneware pipes in standard lengths of
following class and diameter including all taxes, insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -
651 / 1989)(GWSSB SOR 2022-23,page no- 40)
item no 209. Lowering, laying and jointing stone ware pipes of following diameters with cement joints in C.M.1:1
proportion in proper position , grade and alignment at all level as directed by Engineer-in- charge
including conveyance from stone to site of work, Jointing material etc.comp.(GWSSB SOR 2022-
Item no 210. Providing, fabricating and fixing sliding shutters fabricated from 1.0 mm thick mild steel (M.S.) sheet,
reinforced with structural frame comprising 40×40×6 mm M.S. angle iron and diagonal bracing members
of the same section to ensure rigidity and load-bearing performance up to 10-ton capacity.The shutter
assembly shall include 3.15 mm thick M.S. gusset plates welded at all junctions and corners for structural
strengthening. The sliding mechanism shall consist of 25 mm diameter pulleys mounted on suitable
brackets, operating over properly aligned guide rails made from 40×40×6 mm angle iron and T-iron
sections provided at top and bottom respectively to ensure smooth and stable operation.The shutter shall
be complete with M.S. handles, stoppers, locking arrangement and all necessary fixtures, fasteners,
welding, cutting, alignment and erection at site as per approved drawings and directions of Engineer-in-
Item no 211. Providing and deploying pneumatic breaker machine of suitable capacity for demolition of reinforced cement
concrete (RCC) slabs and asphalt pavement at site, including arrangement of skilled operator, fuel,
compressor, power supply, hoses, tools and all ancillary equipment required for efficient operation,
complete as directed by the Engineer-in-Charge.
Important Note:-
As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items which are
not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved Rates for Civil and
Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications should be Considered as per
Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an ARC Tender All the Quantity Would
Vary as per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or Decrease in the Quantity of
The BOQ Scheduled Items.
CONTRACTOR'S SIGNATURE & STAMP Addl.City Engineer
Mobile No.:- (South Zone)
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