Loading…
Loading…
Tender ID
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 6:00 pmClosed
PRAVINBHAI HADIYAL
Repairing work and Civil Work as per requirement at diff. municipal buildings under Muni. Councillor/MLA/MP budget and other Budget and Diff. Municipal Buildings Repairing Work in Khokhra ward of South Zone.(ARC)
279449
SZ-E-18/2025-26 T.N.912
Open
Civil - All
Works
Ahmedabad
₹1,500
Yes
MUNICIPAL COMMISSIONER, AHMEDABAD
₹50,000
Yes
21 Feb 2026
21 Feb 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
NAME OF WORK: - Repairing work and Civil Work as per requirement at diff.
municipal buildings under Muni. Councillor/MLA/MP budget and other Budget
and Diff. Municipal Buildings Repairing Work in Khokhra ward of South
AUTHORITY -- ENGINEER --
DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. CITY ENGINEER-5 (SOUTH-ZONE)
AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD 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
AHMEDABAD – 380008 AHMEDABAD –
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
TENDER FORM (SOUTH ZONE)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTEMENT- (S.Z.)
Name of work :- Repairing work and Civil Work as per requirement at diff. municipal buildings
under Muni. Councillor/MLA/MP budget and other Budget and Diff. Municipal Buildings
Repairing Work in Khokhra ward of South Zone.(ARC)
Qty Description Rate Unit
Demolition incl. stacking of serviceable materials &
1 disposal of unserviceable materials with all lead and
lift.(R&B SOR.2023-2024)
(a) R.C.C. work ( Pg.No.140, I.Code No.20002,
(b) Brick work in Cement mortar (Pg.No.140, I.Code
c 200.00 (C) Plaster (CH NO. 20 ,20045,PG NO -142) 19.38 Smt
(d) Tiles or Stone flooring (Pg.No.140, I.C.
(e) Sheet roofing (G.I. Or A.C.) (I.No.20.27 I.C NO.-
(f) Doors,Windows ventilators (wood/steel)
Dismantling barbed wire fencing / Chainlink Fencing
including making rolls and also including dismantling
fanning posts including all earth work concrete
in the base and making good the disturbed
2 125.00 ground stacking unseal materials as directed and 66.15 Rmt
disposing all the unserviceable materials with all
leads al lifts & carting to AMC Store as directed by
engg. in charge (R&B 2023-24 I.C NO.-20014, P.
Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and
disposing off the
excavated stuff upto 50 Meter lead.(A) Loose or soft
soil(R&B SOR 2023-24,I.CNO.-
a 15.00 (a) 0 to 1.5 mtr depth 201.81 Cmt
b 15.00 (b)1.5 to 3.0 mt. depth. 222.72 Cmt
c 1.00 (c)3.0 to 5.0 mt. depth 243.62 Cmt
Earthwork in cuting in all sorts of soil and soft murrum
including conveying and spreading the stuff,
embankment as and where directed within
200meters from the end of the cutting with all
required lead and lift.(R&B SOR 2023-24 I.C NO
Conveyance charge of earth, lime, murrum, building
rubbish, manure, garbage, sludge, excavated rock,
fly ash, aggregates of any kind executed outside the
5 50.00 road site. Rate also includes spreading & levelling etc 78.54 Cmt
complete. Internal conveyance above 50 mt done
within the work site is not payable. Lead From 5 Km
to 10 Km. (Road Project Approved Rate)
Providing and laying cement concrete 1:4:8 (1 -
Cement : 4-Coarse sand : 8-Graded Brick bats
aggregate 40 mm normal size) and curing complete
excluding cost of form work in (A) Foundation and
Plinth (upto 10 ton) (R&B SOR 2023-24, 05008A Pg
Provdg. & laying cement concrete 1:4:8 (1 cement :
4 coarse sand : 8 hand broken stone aggregates
7 5.00 mm nominal size) and curing complete excluding 2653.67 Cmt
cost of form work in Foundation and plinth. (R&B
Providing and laying controlled cement concrete M-
200 and curing complete, excluding the cost of form
work and reinforcement for reinforced concrete work
in: (R&B SOR 2023-24)
(A) Foundations, footings, base of columns, and
mass concrete.(05024AA,Pg No.-56)
(B) Walls from top of foundations/level up to floor two
level. (05024BA,Pg.No.-56)
(C) Slabs, landings, shelves, balconies, lintels,
c 5.00 beams, girders and cantilever upto floor two 4460.36 Cmt
level.(05024CA,Pg.No.-57)
(D) Columns, pillars, posts and struts upto floor two
level. (05024DA,Pg. No.-57)
Providing & Applying Tri mix with De watering
Machine floter machine on constructed RCC work
including Machine & Labour etc Comp as directed
(Approved rate)
Filling Available Excavated Earth (Excluding Rock) In
Trenches,Plinth,Sides Of Foundations Etc.In
10 15.00 Layers Not Exceeding 20 Cm.In Depth 129.10 Cmt
Consolidation Each Deposited Layer By Ramming
And Watering.(R&B SOR 2023-24,4006,Pg.No.-48)
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
11 0.00 centering below supporting floor to celling not
exceeding 4 M & removal of the same for in situ
reinforced or plain concrete work in (R&B SOR 2023-
(A) Foundation, footings, bases of columns etc. and
mass concrete.(09001AA, Pg. No.-78)
(B) Flat surface such as soffits of slabs, landing and
b 25.00 the like (I) Floors etc. 200 mm in 252.00 Smt
thickness.(09001B1A, Pg. No.-78)
(C) Vertical surface such as walls (any thickness)
c 25.00 partitions and the like including attached but tresses 229.95 Smt
& string course & the like.(09001CA, Pg. No.-78)
(D) Columns Pillars Posts and struts.(1) Square
d 25.00 Rectangular Polygonal in plan.(09001G1A, Pg. No.- 297.68 Smt
Provdg. & laying cement concrete 1:2:4 (1 cement :
2 coarse sand : 4 graded stone aggregates 20 mm
12 0.00 nominal size) and curing complete excluding cost of
form work and reinforcement for reinforced concrete
work in (R&B SOR 2023-24 CH. NO 5, I. NO 5.4.1)
(A) Foundations, footing, of columns and mass
concrete(05011AA,Pg. No.-53)
(B) Slabs, landings, shelves, balconies, lintels,
b 5.00 beams, girders and cantilever upto floor two 4012.47 Cmt
level.(05011BA,Pg.No.-53)
(C) Columns, Pillars posts and struts upto floor two
level.(05011DA,Pg.No.-53)
Providing TMT Bar FE 500 reinforcement for R.C.C.
work including bending,binding and placing in
position complete upto floor two level.(R&B SOR
Brick Work Using Common Burnt Clay Building
Bricks Having Crushing Strength Not Less Than
14 12.50 Kg/Sq. Cm. In Cement Mortar 1:6 (1 Cement : 6 Fine 3981.21 Cmt
Sand) (A) In foundation and Plinth (R&B SOR 2023-
Extra for brick work in super structure above plinth
15 25.00 level upto floor two level (B) Conventional (R&B 272.25 Cmt
SOR 2023-24, I.C.NO 06006C, Pg. no.-71 )
Half Brick Masonry In Common Burnt Clay Building
Bricks Having Crushing Strength Note Less Than
16 25.00 Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement : 4 363.39 Smt
Coarse Sand) In Foundation and plinth
(R&BSOR2023-24,I.C NO.- 06008A2A,Pg. no.-)
Extra for half brick masonry in super structure above
17 25.00 plinth level upto floor two level. (B) Conventional (I.C 52.80 Smt
Providing cement plaster in single coat on
brick/concrete wall for interior/exterior plastering upto
any floor level finished even and smooth in CM 1:3
incl. finishing with floating coat of neat cement slurry,
with necessary scaffolding etc. complete (R&B2023-
Providing 20mm thick double coat sand face/mala
cement plaster on interior brick/concrete work for
plastering comprising o f base coat of 12mm thick
cement plasterin cement
19 250.00 mortar(1Cement:4coarsesand) in rough finishing and 269.78 Smt
8mm thick top coat of
cementmortar1:2(1Cement:2Coarsesand) finished
with trovel including scaffolding curing etc.
complete.(R&B SOR 2023-24 P.131, i.c no.-17017)
Providing 10mm thick cement plaster in single coat
for plastering onceilings and sofits of stairs upto floor
two level for interior plastering and finished even and
smooth in (i)Cement mortar 1:3 (1- cement:3-sand)
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 in ARC)
Providing And Laying Polished Kota Stone Slab
Flooring Over 20 Mm. (Average) Thick Base Of
Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
Or Lime Mortar 1:1.5 Laid Over And Joined With
Grey Cement Slurry mixed with pigmentt
omatchtheshade of slab including rubbing and
polishing etc.complete.(A)25mmthick. (R&B SOR
Labour work for moulding Polish kota stone surface
rate also including providing cutting and grinder
machine for molding work etc comlete as
directed.(app. rate)
Labour work for Polish kota stone surface rate also
24 50.00 including providing cutting and grinder machine for 64.00 Smt
molding work etc comlete as directed.(app. rate)
Providing And Laying Cement Concrete Flooring
For I.P.S.1:2:4 (For Indian Patent Stones) (1
Cement: 2 Coarse Sand:4 Graded Stone
25 125.00 Aggregate 20 Mm. Nominal Size) Lain In Layer 297.68 Smt
Finished With A Floating Coat Of Net Cement.(40
Mm Th.) (R&B SOR 2023-24 P.122,I.C. No.-
Additional Rate For Providing Water Proofing
Solution in I.P.S
P & L 24"x24" vitrified 8mm thick tile flooring over
20mm (average) base of cement mortar
1:6(1cement:6coarsesand) on new surface or fixing
on existing flooring by adhesive material including
dismentaling of existing flooring and jointed with color
cement slurry including finis ed with flush pointing &
cleaning the surfaceetc.complete for anti skit. (R&B
P & L 24"x24" vitrified 8mm thick tile flooring over
20mm (average) base of
cementmortar1:6(1cement:6coarsesand) on new
surface or fixing on existing flooring by adhesive
28 125.00 material including dismentaling of existing flooring 1178.10 Smt
and jointed with color cement slurry including finis ed
with flush pointing & cleaning the surfaceetc.
complete for light shade(R&B SOR 2023-24
Providing and Fixing pvc.Door (sintex door-
29 150.00 equivalent) with necessary alluminium fitting with EL- 1617.00 Smt
7 section frame (Approved Rate as per ARC)
Providing & laying polish kota stone (25 mm th,)
Sandwich platform. Work incl. provdg good quality &
even shade polish kota stone of required size having
uniform thickness. Work also incl. providing nece.
Dismentling of brick work for making jari to support
the etc.comp.(app rate)
P/F glass of 4 mm thik for vent lowers and window
31 15.00 with wooden border patti as per instruction of eng. In 150.00 No
chage.(app.rate)
Making hole in brick wall & all damaged work shall be
well repaired as per inst. etc. comp
Provdg. & fixing rubber plug for sink or wash basin.
Providing and fixing 30mm thick FACTORY MADE
SOLID PANEL PVC DOOR SHUTTER consisting of
frame made out of M.S. tubes of 19 gauge thickness
and size of 19mm x 19mm for stiles and 15mm x
mm for top and bottom rails. M.S. frame shall have a
coat of steel primers of approved make and
manufacture, M.S. frame shall be covered with 5 mm
thick heat moulded PVC ‘C’ channel of size 30 x
mm forming stiles, and 5mm thick 75mm wide PVC
sheets for top rail, lock rail and bottom rail on either
34 50.00 side, and 10mm (5mm x 2) thick, 20mm wide cross 1135.02 Smt
PVC sheet as gap insert for top rail and bottom rail,
Panelling of 5 stiles and rails with 30mm wide x 5mm
thick PVC sheet beading on eighter side, and joined
together with solvent cement adhesive,. An
additional 5mm thick PVC strip of 20mm width is to
be stculk on the interior side of the ‘c’ channel using
PVC solvent cement adhesive etc. complete as per
direction of Engineer in charge, manufacture’s
specification and drawing. (R&B SOR 2023-24
Providing and fixing approved standard brand
factory made PVC door FRAME of size 50 x 47 mm
with a wall thickness of 5 mm made out of extruded
5 mm rigid PVC foam sheet mitred at corners
and jointed with 2 Nos. of 150 mm long brackets
of 15 x 15 mm M.S.square tube the vertical door
profiles to be reinforced with 19 x 9 mm M.S.square
tube of 19 guage, EPDM rubber gasket weather
seal to be provided through out the frame. The door
frame to be fixed to the wall using M.S.screws of
65/100 mm size etc.complete as per
manufacturers specifications and direction of
Engineering in charge incl. medium grade
aluminium hardware all octroi, tax charges
etc.complete (R&B SOR 2023-24 I.C NO-10050 Pg.
Providing and fixing Prelam PVC sheet wall paneling
of thickness 5mm consisting of panels having size
1220 x 2440 mm stuck on inner frame work of 50mm
wide strips of 5mm thick PVC sheet. The strips
should have in their center a grove of 6mm width
asnd 1mm depth for sinking the had of the screw
using to fix the strips of the wall and should be placed
vertically at equal intervals of 10” center to center.
The PVC strips shall be fixed to the wall using 65mm
long M.S. scres through the groove in the strip by
using PVC fasteners. The distance between two
screws shall not be more than 200 mm. A groove of
2mm may be left at the joint of two panel for aesthetic
looks. The exact sizeof the panel and
correspondingly of the grid may vary depending on
the size of the wall.(R&B SOR.2023-24 ,I.C NO.
Providing and fixing 35 mm th. Shutters for doors
windows & clearstory windows incl. wood frames
as specified 12 cm. x 7cm. size incl. anodised
37 0.00 alluminium fixtures and fastenings including primer
coat of approved quality and two coats of oil paint etc.
complete.(R&B SOR.2023-24, I.C.No-10032a,
a 10.00 (I) Fully glazed 4788.50 Smt
b 10.00 (II)Fully panelled 5478.89 Smt
c 10.00 (III) Partly panelled & partly glazed. 5133.69 Smt
Providing and fixing eco-friendly light weight calcium
silicate false ceiling tiles having Tegular edge &
mm Thick Densified edges on the Tile Periphery for
Extra Strength The Light weight calcium silicate
ceiling tiles shall have , light reflection 85% non-
combustible as per B.S. 476 part IV, 100% humidity
resistance and also having thermal
conductivity0.043° w/m KC.for the best thermal
Insulation . The Light weight calcium Silicate tile shall
be of approved texture Fine fissured/
Spintone/Cosmos having NRC value of 0.5 & Globe
having NRC value of 0.75 NRC or equivalent of size
595 X 595 mm to be laid on true horizontal level
suspended inter locking metal grid of hot dipped
galvanized steel sections (galvanizing @120 grams
per sqm including both side) consisting of main ‘T’
runner suitably spaced at joints to get required length
and size of 24X38mm made from
0.30 mm thick (minimum) sheet, 1200mm centre to
centre, and cross ‘T’ of size 24X28mm made out of
0.33mm (Minimum) sheet spaced 1200mm along
spaced between main ‘T’ at 600mm centre to centre
to form agrid of 1200X600mm and secondary cross
’T’ of length 600mm and size 24x28mm made of
mm thick (Minimum) sheet (SOR 2023-24, P.128,I.C
Providing and fixing complete sliding shutter solid
PVC window 25mm thick factory made glazed solid
PVC window shutter consisting of frame made out of
M.S. tube of 19 gauge of size 15 x 15mm for styles
top, bottom rail. M.S. frame shall have a coat of steel
primer of approved make and manufacture, M.S.
frame shall be covered with 4mm thick heat mouled
PVC ‘C’ channel of size 58mm x 25mm x 38-mm out
of which 8mm shall be bent at 90 degree towards
inner side on front face of the window shutter forming
stiles. For top rail and bottom rails, M>S. frame shall
be covered with 4mm thick, 58mm wide PVC sheet
out of which 8mm shall be bent at 90 degree towards
inner side on front face and 38mm wide PVC sheet
shall cover the M.S. frame at top and bottom rail on
back side of window shutter, 4mm thick 15mm wide
cross PVC sheet as gap insert for top and bottom rail.
PVC sheet beading of 8mm thick (4mm x 2) to be
stuck internally with solvent cement adhesive in top
and bottom rails. Glass panel will be fitted externally
in the clear space available between stiles & rails and
fixed between PVC sheet of stiles and rails bent at
90 degree on front face 12mm x 123mm ‘L’ shape
outer PVC beading nailed on stiles and rails at the
back side so that ‘L’ shape outer PVC beading can
be removed when required for replacement of broken
glass etc. complete as per direction of etc. complete
as per direction of Engineer in charge and
manufactuture’s specification. (SOR 2023-24,
Providing and fixing full height Prelam PVC partition
system 50mm thick consisting of 40mm sandwich
PVC panel made out of 36mm high density expanded
polystyrene sheet (E.P.S. Thermocol) stuck on both
side with 2mm thick prelim PvC sheet reinforced with
frame work made from 35mm x 5mm M.S. angle. In
between two M.S. angles 4 mm with feathered edges
shall be fixed on floor and 50 x 75 mm with feathered
edges prelim PVC “C” channel of size 50mm x 75mm
with feathered edges prelim PVC panel shall be
inserted in the PVC ‘C” channel The first and last
M.S. angle should be erected such that it is inside a
PVC C channel of size 50 x 75mm In between
adjoining EPS sandwiched PVC partition panel 4mm
thick x 75 mm width prelim PVC sheet feathered at
edges shall be stuck on front and back face using
solvent cement etc. An additional 4mm thick PVC
strip of 40mm width is to be stuck on the intrior side
of the ‘C” channel using PVC solvent adhesive
completeas per direction of Engineer in charge.
Manufacture’s specification and drawing. (SOR
Providing and fixing full height Plan/colour PVC
partition system 50mm thick consisting of 40mm
sandwich PVC panel made out of 36mm high density
expanded polystyrene sheet (E.P.S. Thermocol)
stuck on both side with 2mm thick plain PVC sheet
reinforced with frame work made from 35mm x 5mm
M.S. angle. In between two M.S. angles 4 mm thick
plan heat moulded PVC ‘C’ channel of size 50mm x
100 mm with feathered edes shall be fixed on floor
and 50 x 75 mm with feathered edges
plain/printed/prelim PVC ‘C’ channel shall be fixed in
the ceiling. Sandwich PVC panel shall be inserted in
the PVC “c” channel. The first and last M.S. angle
should be erected such that it is inside a PVC C
channel of size 50 x 75mm. In between adjoining
EPS sandwiched PVC partition panel 4mm thick x
75mm width plain PVC sheet feathered at edges
shall be stuck on front and back face using solvent
cement etc. And additional 4mm thick PVC strip of
40mm width is to be stuck on the interior side of the
C channel using PVC solvent adhesive complete as
per direction of Engineer in charge, manufacture’s
specification and drawing. (SOR 2023-24, P.101,I.C
Providing and fixing fibre insulations board lining with
42 0.00 butt jointing and Nails (frame worked cover fillets to
be measured and paid for separately)
(i) 12mm thick (SOR 2023-24, P.127,I.C NO.
(ii) 18mm thick (SOR 2023-24, P.127,I.C NO.
(iii) 25mm thick (SOR 2023-24, P.127,I.C NO.
Providing and Fixing 12 mm Thick Cement Fibre
Providing and Fixing playwood lining with but jointed
44 0.00 and nails (frame work and cover fillets to be
measured and paid for eparately)
(i) 06mm thick (SOR 2023-24, P.127,I.C NO.
(ii) 12mm thick (SOR 2023-24, P.127,I.C NO.
Providing and laying white glazed tiles 6mm thick in
flooring treads of steps and landing laid on a bed of
45 450.00 12mm thick cement mortar 1:3 (1-cement : 3-coarse 908.17 Smt
sand ) finishing with flush pointing in white
cement.(SOR 2023-24, P.120,I.C NO. 14008AA)
Providing And Laying Glazed Tiles 6 Mm Thick
In skirting risers of Steps and dedo 10Mm Thick
46 375.00 Cement plaster 1:3 (1Cement : 3Coarse 1044.23 Smt
Sand)Finished With Flush Pointing In White Cement
slurry.(R&B SOR 2023-24 PG NO-120,14009AA)
Providing and laying coloured glazed tiles of the size
mm in skirting, risers of steps and dedo on 10 mm.
thick cement plaster 1:3 (1 cement : 3 coarse sand)
& jointed with white cement slurry.(R&B SOR 2023-
Providing and fixing rough cast wired glass 6 mm
thick bedded in putty and thick with wooden beading
48 0.00 including the cost of wooden beadings of Indian teak
wood and necessary cutting of glass. (R&B SOR
10.00 (C) wired figured glass. 559.26 Smt
Supplying and fixing Nimbhada ladi 37 to 50 mm
thick for walk-way, covering the activity of
excavation, ramming, Laying on sand bedding as per
49 50.00 requirement to fix the Nibhada Stone in Line & Level 236.61 Smt
with cement pointing in cement mortar 1:2 etc
complete as directed.(AMC Drainage SOR Jan-
Labour work for fixing above or any interlocking
blocks/nimbhada on up to 50mm th sand
bedding,levelling,watering anf fixing. Rate incl.
50 50.00 average 30cm depth for excavation and or 69.64 Smt
filling,carting away debries/excavated material up to
5 km and cleaning the site etc.comp. as directed.
(AMC Drainage SOR Jan-2016)
Providing and laying broken chine 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
51 50.00 out upto surface using white cement including 739.89 Smt
off junctions and extending them upto 15 cm along
the wall,clearing with water and oxalic acid etc. as
directed.(R&B SOR 2023-24 P.124,I.C NO. 14035)
Providing Cement Vata (10 Cms X 10 Cms)Size
Quarter Round In Cement Mortar 1:1 Including Near
Cement Finishing, Watering Etc. Complete.(R&B
Providing, supplying and fixing precast 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,
53 50.00 jointing into C:M 1:3 and racking out the joints incl. 195.54 Rmt
necessary excavation of asphalt, soil
etc..completed.- (AS PER ROAD PROJECT
Conveyance charge of earth murrum, building
rubbish, manure, garbage, sludge, excavated
rock,fly ash, aggregates of any kind etc.comp (R&B
SOR 2023-24 PG NO.-44, I.C NO-E027)
Providing & Fixing M.S.Grill,Gate,Elevation Element
Of Decorative Pattern With
M.S.Channel,Flat,Medium Grade M.S.Pipe,Square
Or Round Bars With Round Heanded Bolts,Nuts,Or
By Screw.Incl.Applying One Coat Zinc Primer And
Two Coat Of Oil Paint Etc.Comp.(As Per A.R.C)
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. (R&B SOR 2015-
Providing & fixing 2.00 mm thick F.R.P. sheet of good
quality and standard make rate also includes
necessary fabrication structure in the grid of 1'-6" x
1'-6" size usiung hollow pipe of size 3/4" x 3/4" , 2" x
1" & 1" x 1" rate also inclusive necessary bending
,cutting and fabrication charges and priming coat and
2 coats of oil paint of shade approved by engineer in-
charge rate also includes washer and silicon paste
required for fixing the sheet in good quality as
diredted.(As per ARC)
Carrying out plinth treatment to post construction /
exsiting structure by spraying chemical solution for
58 50.00 termite control treatment incl. labour and materials 104.90 Smt
consistant with I.S.I specification.(R&B SOR 2023-
Carrying out timber treatment to all wood work incl.
drilling holes and spreying oil based chemical
59 50.00 solution on surface ot timber work for termite contorl 54.98 Smt
including labour and materials etc. comp (R&B SOR
Provdg. & fixing 100 mm size P or S trap for water
closet squatting pan incl. jointing the trap with the pan
& soil pipe in cement mortar 1 :1 (cement : 1 fine
sand) (R&B SOR 2023-24, PG NO-165,23011)
10.00 (A) Vitreous China : 311.85 No
Providing and fixing wsh down water closet
(Europeantype,W.C.Pan) with integral P or S trap
including jointing the trap with soil pipe in Cement
61 12.50 Mortar1:1(1-Cement:1-finesand) (Sea land cover to 1290.80 No
be measured and paid for separately) (A)vitreous
China Pattern :(i) in white colour (R&B SOR 2023-
Provdg. and fixing water cloest squatting pan ( indian
type W.C. pan) size 580 mm ( Earth work. Bed
concrete, foot rests and trap to be measured and
paid for separately) (A) Vitreous China : (1) Long
pattebn white colour. including puffin cement mortar
1 :3 (1 cement : 3 coarse sand) a pair of white
virteous China 250 mm x 130 mm x 30 mm foot rest
for long patten swuatting pan water closet. including
Provdg. & fixing G.I. inlet connection for flush pipe
with W.C. pan. (R&B SOR 2023-24 PG NO.-165, I.C
Providing and fixing washbasin 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
washbasin 550 mm x v 400mm size. (i) In white
colour.(R&B SOR 2023-24 PG NO-166,23018)
Provdg. & fixing C.P. Brass screw down bib taps of
64 0.00 following size (R&B SOR 2023-24 PG NO-
a 25.00 (I) 15mm dia 184.98 No
b 25.00 (II) 20mm dia 212.68 No
Providing & Fixing Angle Cock Of "Ess Ess"
Trend Series Or Equivalent Standard Make As
Approved By Engg.In Charge All Complete.(N.S.)
Provdg. & Fixing Gun Metal Check Or Nonruturn
66 25.00 Full Wheel Valve. (A) 15 Mm Dia(R&B SOR 2023- 184.98 No
Provdg. & fixing C.P. Brass screw down bib taps of
following size (B) Brass chromium plated screws
down Bib Tap.(R&B SOR 2023-24 PG NO-167,
a 25.00 (I) 15mm dia 184.98 No
b 25.00 (II) 20mm dia 212.68 No
Providing and fixing pillar tap, capstan head,
screw down high pressure with screws, shanks
and back nuts.(R&B SOR 2023-24 PG NO-
b 25.00 (ii) 20mm dia. 351.18 No
Providing and fixing chromium plated brass half
trun flush cock of approved quality including fixing in
pipe line etc. complete.(R&B SOR 2023-24 PG NO-
b 25.00 (ii) 25mm dia. 261.16 No
c 25.00 (iii) 32mm dia. 273.03 No
Provdg. & fixing ball cock of approved qaulity as
70 0.00 directed.(R&B SOR 2023-24 PG NO-
0.00 (A) Copper metel.
25.00 (II) 50 mm dia 187.96 No
0.00 (B) Abonite.
25.00 (II) 50 mm dia 136.52 No
Providing and fixing Urinal of approved quality
including connection with trap and with integral
71 12.50 longitudinal flush pipe.(A) Squating plate pattern 102.00 No
white earthenware 550mm x 300mm (R&B SOR
Providing and fixing Urinal or approved quality
including conecting the Urinal with waste pipe , tap
72 12.50 etc. complete.(B) White earthenware flat back or 1535.63 No
corner type size 430mm x 260mm x 350mm.(R&B
Waste Pipe for Wash basin C.P. 32 mm dia (R&B
SOR 2023-24 I.C NO.M602, P.N-25)
Providing and fixing C.P. brass shower rose with
74 25.00 15mm or 20mm inlet.(A) 100mm dia. Each (R&B 279.37 No
Providing & Fixing Chromium Plated Brass Flush
Cock With Lever Of "Ess Ess" - Trend Series
75 12.50 Or Equivalent Make Incl.Fixing In Pipe 1800.00 No
Etc.Comp.As Dir.Of Engg.In Charge.(N.S.) (1)
Provdg. & fixing 600mm x 450 mm Bevelled edge
mirror of superior glass mounted of .6 mm th. A.C.
76 12.50 sheet or plywood sheet and fixed to wooden pluge 825.48 No
with C.P. brass screws and washers.(R&B SOR
Provdg. And Fixing Cast C.I.(Span) Nahni Trap
Of The Following Nominal Diameter Of Self
Clenising Design With C.I. Scread Down Or Hinged
Gratiing Incl. Cost Of Cutting & Making, Good The
Walls And Floors 100 Mm Inlet And 50 Mm Outlet
Etc.Comp.(R&B SOR 2023-24 PG NO-164,23008)
Providing and fixing PVC SWR Nahni trap IS
for drain - 100 mm diameter with jali of the following
nominal diameter of self cleansing design with C.I
scread down or hinged grating including the cost of
cutting and making good the walls. (R&B SOR 2023-
Provdg. & fixing plastic seat & cover for wash down
79 0.00 water closet with C.P.brass hinges and rubber
buffers.(R&B SOR 2023-24 PG NO-166,23017)
25.00 (B) plastci seat & cover 288.45 No
Providing and fixing PVC 12.5 Litres high level C..I.
flushing cistern with A pair of C.I. or Mild steel
brackets, womplete with fittings such as syplionic
arrangement, 15mm nominal size brass ball valve
with polythene float, lever G.I. China (60 cm. ) and
pull union and couplings for connections with inlet,
outlet and overflow pipes etc. including cutting holes
in walls and making good the same (overflow pipe to
be measured and paid fo separately ) (R & B SOR
P/F Jet Spreay at Europeon WC Pan, incl nece. lath
connection, stop cock, and other fixing material and
labour as per inst. of engineer in charge (R&B SOR
Providing erecting and fixing double coated ISI water
5000.0 tank of required capacity each with all necessary
0 fittings and connection etc.complete on terrace.(R&B
SOR2023-24 PG NO.-158,I.C NO-22014)
P&F Door closers (Heavy type of 765 number)
83 5.00 Hardwire or Everite Prabhat or Equivalent. (R&B 516.50 No
Providing & Fixing app. Quality for conseal lock in
84 5.00 alu. Door. As per inst of engg in charge. 300.00 No
Etc.comp.(App.Rate)
Providing & Fixing app. Quality different type of
Brass baby latch(door closer) As per inst of engg in
a 25.00 charge. Etc.comp.(R&B SOR2023-24 ,I.C No. 273.57 No
Locks Godrej Night latch.(R&B SOR2023-24 ,I.C No.
Latch for steel window 25 cms to 35cms.
c 10.00 Alluminium.(R&B SOR2023-24 ,I.C No. 37.13 No
Latch for steel window 25 cms to 35cms. Brass.
Latch for steel window 25 cms to 35cms. Iron
oxidized. (R&B SOR2023-24 ,I.C No. M364+12005)
P&F Aldrop 20mm. dia Size with necessary fitting
Oxidised(R&BSOR202324,I.CNo.M022,M023,M024
a 10.00 20cms. Length 41.77 No
b 10.00 25cms. Length 46.00 No
c 10.00 30cms. Length 54.48 No
P&F Aldrop 20mm. dia Size with necessary fitting
87 0.00 Alluminium.(R&B SOR2023-24 ,I.C No.
a 10.00 20cms. Length 71.43 No
b 10.00 25cms. Length 73.12 No
c 10.00 30cms. Length 96.85 No
d 10.00 35cms. Length 113.80 No
P&F Aldrop 20mm. dia Size with necessary fitting
88 0.00 Brass.(R&BSOR2023-
a 10.00 20cms. Length 219.73 No
b 10.00 25cms. Length 236.68 No
c 10.00 30cms. Length 249.39 No
d 10.00 35cms. Length 274.82 No
P&F Aldrop 20mm. dia Size with necessary fitting
89 0.00 Brass Chromium Plated.(R&B SOR2023-24 ,I.C No.
a 10.00 20cms. Length 232.44 No
b 10.00 25cms. Length 245.16 No
c 10.00 30cms. Length 249.39 No
d 10.00 35cms. Length 274.82 No
P&F S.S. Handle for door/ window different size of
90 0.00 ASIS 304 Grade. (R&B SOR2023-24 ,I.C No.(
a 10.00 10 cm Size 57.87 No
b 10.00 15 cm Size 79.05 No
P & F S.S. Stopper of ASIS 304.(R&B SOR2023-24
a 10.00 60 cm Long 360.17 No
b 10.00 30 cm Long 180.51 No
c 10.00 20 cm Long 126.27 No
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
1.31Kg/Mt)(C)Shutter Bottom Section
At14.3x44.45 Mm At (1.37 Kg/Mt) Shutter Middle
Section At 100x44.3 Wt.(1.37Kg/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.) I00134
Providing & Fixing In Position Alluminium Window
Sliding / Fix Type With Frame Using Approved
Anodised Extruded Alluminium Section As
Approved By Engg.In Charge.(Jindal Alluminium)
Units Equivalent (A) Frame Sections 65 X 25 Mm (At
0.41kg/Mt) (B) Sliding Frame Bottom Section Of
93 12.00 61.85 X31.75 Mm (At 0.41 Kg/Rmt) (C) Shutter 2350.00 Smt
Top & Bottom Section 40 X 18 Mm (Wt.0.41
Kg/Rmt) (D) Shutter Interlock Vertical Section
X18 Mm.(0.41 Kg/Rmt) (E) Shutter Vertical Of
X 18 Mm (0.41 Kg/Rmt) Including P/F Installing
Mm Thick Approved Color Acrylic Sheet Of
Standard Quality Etc.Comp.(N.S.)
Provding & fixing Aluminum section partition with
powder coating using 2.5'' x 1.5'' all section work
incl.p/f 5 mm thick glass in upper portion and 10 mm
94 25.00 th. Novapan panel in lower section Work incl.fixing 2500.00 Smt
the partition in wall/floor with nece.screws,rubber
gasket & other fittings etc.comp. as directed by
engg.incharges. (App.Rate)
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 38.50Mm
(Wt.0.68 Kg/Rmt) Incl.Providing & Installing 5 Mm
Thick Approved Color Acrylic Sheet Of Standard
Quality Etc.Comp. I00136
Providing and fixing in position collapsible steel
shutters with vertical channels 20 x 10 x 2 mm braced
with flat iron diagonals 20 x 5 mm size with top and
bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,
steel pulleys complete with bolts, nuts, locking
arrangements, stoppers handles including applying a
priming coat of red lead paint. ( R&B SOR 2023-24,
Providing corrugated 0.80 mm (22 gauge) thick G.I.
sheets roofing fixed with galvanized iron ‘J’ or ‘L’
hook bolts, and nuts 8 mm. dia with bitumen and G.I.
limpet washers filled with white lead complete
excluding the cost of purlines, rafters and
trusses..(R&B SOR 2023-24 PG NO-125,15001A)
Providing valleys 900mm overall in plain 1.6mm thick
G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts
98 30.00 glavanised iron J or L Hooks Bolts and nuts 8mm dia 1042.78 Smt
G.I. Limpet and bitumen washers complete.(R&B
Providing and fixing rolling shutters of approved
make made of 80 mm wide M.S.laths interlocked
together through their entier length & joinned
together at the enda by & locks mounted on specially
99 0.00 design pipe shaft with bracket plates giudes channel
& arrangement for inside & out side locking with push
pull operation incl. the the hood cover & spring etc.
including priming , oil painting etc complete.(R&B
0.00 (A) Shutters having width below 3.5 meter 3469.35 Smt
Provdg. & fixing UPVC handle valve of
100 0.00 Prince,Supreme , Astral, finolex or equivalent make
as per dir. Of engg. In charge.(App. rate)
Provdg. And fixing to wall ,ceiling and floor 6.00 kg.
F/Sq.Cm working pressure polythelene pipes of the
following outside diameter, low, density, complete
with special flange compression type fittings, wall
clips etc. making good wall ceiling and floor. (R&B
a 12.50 20mm dia 78.12 Rmt
b 12.50 25mm dia 100.49 Rmt
P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2
Working Pressure Pvc Pipes Of The Following
Outside Dia Complete With Special Flange Type
Fittings,Wall Clamps Incl. All Necessary Fittings
Etc. Complete. (At Any Floor Level) (R&B SOR
c 12.50 32mm dia 116.40 Rmt
d 12.50 40mm dia 124.43 Rmt
e 12.50 50mm dia 165.38 Rmt
f 12.50 75mm dia 274.68 Rmt
g 12.50 110 mm dia 332.91 Rmt
Provdg. And fixing to wall, ceiling & floor in true line
and level UPVC pipe Schedule- 40 of Prince
Supreme , astral , finolex or equivalent make as
approved by engg. incharge. pipe shall be fix on wall
with the help of clamp at every twi meter center to
103 0.00 center of shall be concealed as directed in cluding
neccesarry fitting etc. in cluding testing of pipe and
jointd and fixing the same with adhesive solvent
including cost of all materials of following nominal
bore (R&B SOR 2023-24 ,I.C. NO. 23061,
Providing and supplying Lowering, laying and jointing
ISI marked only standard length Stonewate pipes in
standard lengths of following class and diameter 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.
104 0.00 including all taxes,insurance, transportiton, fright
charges, octroi,inspection charges, loading,
unloading, conveyance to departmental stores,
stacking etc. complete (IS - 651 - 1989) Class AA
(GWSSB SOR 2022-23) Part-1&2 A (Material Sec )
It.No.11.1, Class A, Pg.No.17 + (GWSSB SOR
2022-23) SECTION : 1 & 2.B - LABOUR It.No.14,
P/F. to wall ceiling and floor galvanized mild steel
tubes (Medium grade) of the following nominal dia.
105 0.00 with all tube fittings and clamps incl. making good the
wall, ceiling and floor. (At any floor level) (R&B SOR
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 (N.S.) I00095
Extra rate over item of excavation of earth for
excavation of asphalt pavement of thickness
including demolishing the asphalt
carpet,metal,soiling etc.comp. with stacking the
material as directed.(AMC DRAINAGE SOR JAN-
0.00 upto 0.20 meter thickness (By Manual) 71.10 Smt
Making connection to the ex.M.H.in running sewer
incl. Dewatering and other required machinery etc. of
following dia pipes at any convenient time. All
damaged work shall be well repaired as per
instructions. etc..complete. (a) 150 mm to 300 mm
dia(Based on Drainage SOR 2009-10)
Providing Kachha of Pakka Dummy in the following
dia pipes and removing the same after completion of
the connection work as directed (Based on
Drainage SOR 2009-10)
a 10.00 (A) 100 mm to 300 mm dia. 223.00 No
b 1.00 (B) 350 mm to 600 mm dia 339.00 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
working condition of machinery and for pipe line
excavation and M.H. work. Allowed only for break
down work) ( Based on Previously approved rate
Supplying Mazdoor for misc. work like Restetment
Pavment, excavation, refilling, demolishion,levelling
work & other miscellanous work.(AS PER LABER
SKILL DEVELOPMENT & EMPLOYEMENT
DEPARTMENT GOG CIRCULAR DATED
Supplying carpenter for repairing doors with nece
material like stopper, hinges, handle, glass etc comp.
as per instruction of Engineer in charge etc.(AS PER
LABER SKILL DEVELOPMENT &
EMPLOYEMENT DEPARTMENT GOG CIRCULAR
Providing fiiter for D.I./P.V.C./C.I./M./A.C. Pressure
water pipe linmaintenance work with necessary
manpower, tools, plants, and equipments, and any
other works required for AMC as per instruction of
Engineer in charge etc. complete. (AS PER LABER
SKILL DEVELOPMENT & EMPLOYEMENT
DEPARTMENT GOG CIRCULAR DATED
Providing and fixing 1.20 Metre high fencing with
Metre long M.S. Angle posts 40mm x 40 mm x6 mm
and oil painting 3 coats fixed at 2.5 Mt,C/c. with five
Horizontan lines and two diagonals of galvanised
114 25.00 steel barbed wire weighting 9.38 Kg. per 100 Metre, 385.40 Rmt
strained and fixed to posts with G.I,staples including
fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.
block in C.C1:5:10 etc complete.(R&B SOR 2023-24
Reparing of existing Aluminium
window/door/partition by making necessary
addition/alteration in same sides. Rate incl of
necessary fittings required and all labour included. If
necessary rate also incl. of removing from position
and refixing it at same place after repairing it, etc
comp. as directed. (Sub Desc : As per approved
rate of AMC MET work I01334)
Rapairing Of Door & Window (Wood).It Also
Including Labour Charges For Erection And
Fixing Door Shutter & Frame Etc.And Necessary
Repair As Per Site Condition.(N.S.) I00375
Repairing of Doors/Windows shutters and Frames
including refixing-aligning shutter, providing,
117 6.00 replacing, fixing MS hinges, Aluminium aldrops, 250.00 Smt
stoppers, tadi etc. complete excluding painting as per
specifications.(app.rate)
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. (Approved
Rate by Road Project)
Providing & Fixing Door hinge spring include with
119 10.00 necessary all fixtures as dircted by engg.in charge 1175.00 Smt
etc.comp. (app.rate)
Providing & Fixing wall,ceiling and floor
Kg.F/Sq.Cm 160 mm working pressure polythelene
pipes of low density, complete with special flange
compression type fittings,wall clips etc.making good
wall ceiling and floor as directed by engg.in charge
etc.comp.(app.rate)
P/F. 10 mm thick Novapan sheet of approved quality
121 10.00 including fixing on partition with necessary all fixtures 1400.00 Smt
as directed by engg.in charge etc.comp (app.rate)
Labour charges for removing of Alum. Door / partition
/ Alum. Window / M.S Grill etc. (app.rate)
Providing, Fabricating and Erecting in position
anodised (15 to 25 micron of desired colour) door
shutter (double action opening) of standard
aluminum section from 18mm (3/4”) series of Jindal
or approved equivalent make of size top and vertical
style 47.62 x 44.45 x 2mm ( w approx = 1.05 kg./m),
lock rail and bottom section 114.30 x 44.45 x 2mm (
w approx = 1.83 kg/m), fitted on frame of size
x 44.45 x 2mm ( w app = 1.60 kg./m) with standard
accesories like handle , stopper, locking
arrangement, C.P. brass hinges, etc, and glazing of
5 mm thick float glass of Mody or approved
equivalent , fixed with rubber / PVC beading in upper
and lower panel complete. (app.rate)
Providing, fabricating and erecting in position
anodised (15 to 25 micronof desired colour)
aluminum fixed glass windows / partitions made up
from standard aluminium section from 18mm (3/4“)
series of Jindal or approved equivalent make of size
47.62 x 44.45 x 2mm (w app = 1.05 Kg/m), fitted on
frame of size 64 x 40 x 2 mm ( w app = 1.09 Kg./m)
with all standard accessories and glazing of 5mm
thick flaot galss of Mody or approved eauivalent
fixed with rubber / PVC beading etc. complete as per
details including all fittings and fixtues & locking
arrangement completes. (app.rate)
Pro. And fixing single layer water proof gypsum
board 12.5 mm thick sections using water proof
board of size 1220 mm x 1830 mm x 8.0 mm
suspended by GI suspender channel of size 25 mm
x 3 mm with intermediate channel og size 18 mm x
40 mm x 0.8 mm at 1220 mm center to center ceiling
section of size 40 mm x 35 mm x 0.55 mm at 457 mm
125 12.50 c/c and perimeter channel A of size 20 mm x 27 mm 600.94 Smt
x 30 mm x 0.5 mm at edges & drops incl.paper tap
sand sofit cleat, anchor fastener, scoch bolt
connecting cleat,joining compound top coat on
ceiling incl.making necy.opening for light
fitting,diffuser etc. comp. as per detail drawing as
directed(At any floor level) (R&B SOR 2023-24 PG
GLASS FILMS (sun control, Safety film, decorative,
reflective, frosted, opaque film etc) Imported Lumaar
make as approved by engg.in charge etc.comp.
Providing and fixing 4 mm th. Acrylic sheet of
approved quality including fixing with door/window
shutter & frames with necessary all fixtures as dircted
by engg.in charge etc.comp. (app.rate)
Repairing of Spalling in concrete with modified
cement mortar & SBR including surface preparations
128 10.00 and applying bonding coat and rust converter of 400.00 Smt
approved brand etc. comp. including scaffolding,
finishing with cement slurry As directed (app.rate)
Providing & Fixing Floor Spring including fixing
129 5.00 shutter etc. complete as per inst. of engineer in 3300.00 No
charge. (app.rate)
P/F. thermocol ceiling with necessary aluminium T
section 25 x 25 x 1.2 mm inclusive fixing it to all wall
to ceiling junction and at junction position of two
130 35.00 sheets ,item also includes p/f 20 mm thick plain 375.00 Smt
thermocol sheets size (1 x 0.5 mt) with all necessary
fastening and hardware etc. comp.as dire. (At any
floor level) (app.rate)
Removing dry or oil bound distemper by a washing
and scraping and sand papering the wall surface
smooth including necessary repairs to scratches
complete.(R&B SOR 2023-24 PG NO.-134 18014)
Extra over item for removing dry oil bound distemper
132 50.00 on ceilings and sloping roofs.(R&B SOR 2023-24 PG 1.58 Smt
Distempeing (Two coats) with oil bound washable
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..(R&B SOR 2023-24 PG NO.-
Extra over Item for every subsequent coat of
134 50.00 approved brand and manufacture.(R&B SOR 2023- 30.09 Smt
Extra over Item or distempering with oil bound
135 50.00 washable distemper on celling and sloping 8.04 Smt
roofs.(R&B SOR 2023-24 I.C.NO. 18025)
Wall painting (two coats) with plastic emulsion paint
of approved brand and manufacture on undecorated
wall surface to give an even shade including
136 100.00 throughly brushing the surface free from mortar 78.44 Smt
droppings and other foreign matter and sand
papered smooth.(R&B SOR 2023-24 PG NO.-135
Extra over item for every subsequent coat of wall
137 50.00 painting with plastic emulsion pain of approved 33.39 Smt
brand.(R&B SOR 2023-24 I.C.NO.18032)
Extra over item 119 for painting with plastic emulsion
138 50.00 paint of approved brand on ceilings and sloping 2.21 Smt
roofs.(R&B SOR 2023-24 I.C.NO.18034)
Applying two coats of Birla (white cement based) or
Asian (acrylic lapy- putty) or equivalent & two coats
of primer of approved brand and manufacture on new
139 100.00 wall surface to give an even shade including 40.19 Smt
thoroughly brushing the surface free from mortar
dropping and other foreign matter and sand papered
smooth.(R&B SOR 2023-24 PG NO.-139, 19032)
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(R&BSOR 2023-24
Providing and fixing Polycarbonate roof Lexan sabic
10 mm th.sheets of approved make, on structural
roofing / sky ligh structures in shapes as per
141 10.00 Architect’s drawing. The rate shall include cost of 2094.29 Smt
scaffolding, screws, nuts, bolts and all necessary
fixtures and fastening etc complete (Rate excluded
structural steel work)
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
cleanicn the surface of all dirt, dust and other foreign
matter.(R&B SOR 2023-24 PG NO.-136, 19002)
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.(R&B SOR 2023-24 PG NO.-
Painting Two 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.(R&B SOR 2023-24 PG NO.-
Painting one coats (excluding priming coat) on
previously painted wood and wood based surface
145 10.00 with enamel paint, to give an even shade including 55.13 Smt
cleaning the of all dirt, dust and other foreign
matter.(R&B SOR 2023-24 PG NO.-137, 19012)
Labour charges for cleaning U.G. & O. H. tank by
modern science technology with six stage process as
below (1) Dewatering existing water by submersible
pump. (2) Hydrojetting by 150 kg. per sq.cm
pressure. (3) Vaccum cleaning to suck the sludge &
Turbidity on bottom surface (4) Heat air system by
degree c. tmp. for drying corners & all sides of tank.
146 5.00 (5) Anti bacterial chemical spraying to all surface of 650.00 No.
tank and then (6) Ultra violet radiation pan Treatment
to tank in this six stages on site classic supply etc.
shall be provided by Muni. Corporation. without
charging any extra cost. The complete tank ckeaning
by mono cleaning systems as directed, rate of above
process are as below capacity of tank. (Approved
Providing and fixing of mirrors of 5 mm thick on walls
of wash basin counters , toilet area etc, including all
hardware and fixing details and position as per
consultant design and drwaings of the consultant, as
directed and to the satisfaction of the Consultant /
Engineer in charge. (Approved Rate)
Supplying and installation of 10mm thick recycled
rubber flooring having anti-skid and sound absorbing
properties, square shaped, with different color optns
for create flooring pattern, should be installed with
148 5.00 proper adhesive as per manufactures's guidelines, 1234.00 Smt
joints of surface to be done properly to prevent dirt &
watepenetration inside the surface. etc complete as
per instruction of engineer in charge (Approved
Providing and Fixing Metal Jali, making of Wooden
149 5.00 Patti Frame of size 25 mm x 25 mm for Ventilation 1437.00 Smt
etc. complete as directed. (Approved Rate)
Providing and fixing 35mm thick flush shutter for
doors, windows & clearstory windows incl. Indian
teak wood frames 12 cm x 7 cm including anodized
150 0.00 alluminium fixture and fastenings incl. primer coat of
approved quality and two coats of oil painting etc.
complete.(Fully pannele or partly panneled and
partly galzed door) (Approved Rate)
10.00 Flush shutter with both side laminate 4800.00 Smt
Arrangement of zula with two or nece. skilled labour
for repairing & maintenance work out side building
work etc.complete as per insructer incharge(At any
floor level) (Approved Rate)
Providing Scaffolding for Demolition Plaster Work &
painting work by 'H' Frame Stand of by any means
like bamboo, balli etc. including carting material work
site and removing after completion of work. Rate
include any type rent etc. complete for any height as
directed by engg. in charge. (Approved Rate)
P/F of 1/2 HP submersible pump in underground
water tank with necessary connection,
153 5.00 starter,electrical fittings and water level 6321.43 No
controller (ISI marked )(R & B Electrical SOR
Section 9-4-1(a)
Providing, Manufacturing, Fixing Chain Link Jali 8".0"
X 4".0" as per detailed Sketch & instruction of
Engineer in Charge same as Lal Darwaja Garden
Pattern Consisting of 3" dia MS pipe A class 5".4"
height fixed at 8".9" in C.C. (1:2:4) block of 9" X 9" X
9" size chain link jali 2" X 2" X 10 gauge fixed in 35 X
35 X 5 mm MS angle frame of 8".0" X 4".0" size with
154 55.12 MS flat of size 25X3 mm welded with jali etc. Comp. 1940.00 Rmt
The Jali is to be Welded to MS angle with MS Flat as
per instruction given. The MS Pipe Jali, MS angle
frame are to be painted one coat of primer & two
coats of paint as directed, in line and level.The two
hold fast has been welded at equal distance at the
bottom angle of jali for support fixed in C.C. as
directed by Engg. in Charge. (Approved Rate)
Supplying & Fixing of bird protection net made from
co-polymer nylon net (U/V stabilised) having yarn
155 50.00 breaking strength 23.08 kg. including Necessary 422.18 Rmt
scaffolding etc complete as per instruction etc.
complete as directed. including all tax (App Rate)
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 Add. 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 Repairing work and Civil Work as per requirement at diff.
municipal buildings under Muni. Councillor/MLA/MP budget
and other Budget and Diff. Municipal Buildings Repairing Work
in Khokhra ward of South Zone.(ARC)
2 Time Limit 12 Months (Excluding Monsoon)
3 Tender Validity Period 120 days from the date of submission of the tender
4 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or institutions.
5 Estimated Cost put to Rs. 50,00,000.00/-
6 Earnest Money Deposit Rs.50,000.00/- Demand Draft Or Bank Guarantee in favour of
Municipal Commissioner, Ahmedabad to be submitted as prescribed
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.900.00/- 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
Tender Documents 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 The contractor shall be responsible to make good and remedy at this
Period 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 security 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 works costing 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 10 % of the balance work after Time limit expired as Peta Work
17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from
Money from each RA each RA bill. It will be released along with release of payment of
Bill 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.37, date-09/08/2018
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 Commissioner reserves the rights to reject any or
all the tenders without assigning any reasons thereof.
Seal and Signature of the Bidder Add. City Engineer
ftuLx[tfxhle mne - rm¬tu એડી. િીટી ઈજિેર
btuctEj lkch mt&u (œrûtK Ítul)
Seal and Signature of the Bidder ADD. CITY ENGINEER
Seal and Signature of the Bidder ADD. CITY ENGINEER
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
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 Add. City Engineer /Dy.M.C of A.M.C. will be final and binding to the Contractor.
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 what
34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the
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 10 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 10 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 scope
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 Add. 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 Municipal Corporation,
A'bad specified up to his first written demand, without demur without delay and without the necessity
of a previous of judicial or administrative procedures and without the necessity to prove to the Bank the
defects or short comings or debits of the contractor any sum within the limit of
2. We further agree that the Guarantee herein contemned shall remain in full force and effect during 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 consent of 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 Tenderer or of
Date: Signature & Seal of Guarantor...........................
5. The contractors shall have to furnish income tax clearance certificate before his tender is accepted
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 ADD.C.E.(S.Z) Dy. Municipal
Commissioner (S.Z)
Date Ahmedabad Municipal Corporation
TENDER DECLARATION FORM
The Deputy Municipal Commissioner,
South Zone, Ahemedabad
Name of Works: - Repairing work and Civil Work as per requirement at diff. municipal buildings
under Muni. Councillor/MLA/MP budget and other Budget and Diff. Municipal Buildings
Repairing Work in Khokhra ward of South Zone.(ARC)
I/We the undersigned have carefully gone through and clearly understood the Tender documents for 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 factors pertaining 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 said document
and with such materials as are provided for, at the respective rates which I/we have quoted in the schedule-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 bind myself/ 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 from the
date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take necessary
action as deemed fit.
I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for the sum
as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer If I/We fail to
commence the work specified. Otherwise the said sum shall be retained, by the Employer as on account 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 with
Conditions 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 of
opening of the tender.
I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,
octroi duties 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 1૦ 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 -1૦ 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 1૨0 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.in Wvh Bþfuj Au.
11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvot.u 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
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.26.02.2015 bwsc <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
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.in Wvh
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 ડેપ્યુટી
સીટી ઈજનેર©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 એડી. િીટી ઈજિેર
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-5 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
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 D.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 ADD. CITY ENGINEER
Mobile No.:- (South Zone)
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
SZ E-Tender Notice No-18 2025-26 E.T.No.912 50 lac Bldg ARC.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .