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Tender Value
₹15.2 L
EMD Value
₹16,000
Closing Date
27 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Ahmedabad Medical (R&B) Division, Ahmedabad
S.R. to Sola Sarkari Vasahat Block No.21 , Sola, Ahmedabad. (Structural Strengthening of slab and Beam by Polymer Modified Mortar Treatment by providing additional reinforcement, and other miscellaneous work) (2nd attempt)
297709
02 of 2026-2027
Open
Civil Works - Buildings
Ahmedabad
7 documents required · 7 mandatory
₹900
Executive Engineer, Ahmedabad Medical (R and B) Division, Ahmedabad
₹16,000
19 Apr 2026
19 Apr 2026
19 Apr 2026
27 Apr 2026
19 Apr 2026
S.R to Sola Sarkari Vasahat Block No:-21 , Sola, Ahmedabad (Structural Strengthening of slab and
Beam by Polymer Modified Mortar Treatment by providing additional reinforcement, and other
miscellaneous work)
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
1 58.00 Dismentling C.I. pipes G.S.W.pipes abd A.C. 74.77 Rupees Seventy Four rmt
rain water pipes with fittings and clamps Paise Seventy Seven
including stacking the materials with all lead
and lift ( for any dia, of pipe)(SOR Item Code No:-
2 277.00 Dismentaling tiled of stone floors laid in mortar 47.72 Rupees Forty Seven smt
including stacking of serviceable materilas and Paise Seventy Two
disposal of unserviceable materials with all lead
and lift. (Sor It No. 20.23. P.149 )
3 9.00 Dismantling santtary fittings like wash basin 405.65 Rupees Four Each
W.C. pan Indian and European type, flushing hundred Five Paise
Sixty Five Only
tank etc. including stacking the materials with
all lead and lift.(Sor It code. 20016 P.150 )
4 633.00 Removing dry or oil bound distemper by a 11.30 Rupees Eleven Paise Sqm
washing and scraping and sand papering the Thirty Only
wall surface smooth including necessary repairs
to scratches complete. (sor it no 18.33 p no 141)
5 174.00 Removing and scraping of old deteriorated 19.57 Rupees Nineteen Sqm
plaster of any thickness fromm wall / R.C.C Paise Fifty Seven
member including stacking of serviceable Only
material and disposal of unserviceable from site
of work with all lead and lift (Sor It code.
6 3.00 Excavation for foundation upto 1.5 m depth 117.08 Rupees One hundred cmt
including sorting out and stacking of useful Seventeen Paise
materials and disposing off the excavated stuff Eight Only
upto 50 Meter lead.(A) Loose or soft soil (sor it
7 2.00 Brick work using common Brunt clay building 4295.99 Rupees Four cu.m
bricks having crushing strength not less than Thousand Two
35 Kg./Sq.cm.. In super structure above plinth hundred Ninety Five
level upto floor two level in cement mortar 1:6 Paise Ninety Nine
(1cement : 6 fine sand) (b) Conventional {Ground
FLoor }{S.O.R. It. No. 6.13 (B) P. No.71 + 6.19 (B)
8 6.00 Half brick masonry in common brunt clay 653.17 Rupees Six hundred Sqm
building bricks having crushing strength not Fifty Three Paise
less than 35 Kg./Sq.cm.. In super structure in Seventeen Only
cement mortar 1:4 (1cement : 4 coarse sand)
.(B)Conventional {S.O.R. It. No.6.30 I (B) +
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
9 131.00 Providing 10mm thick cement plaster in single 153.67 Rupees One hundred Sqm
coat on brick/concrete walls for interior Fifty Three Paise
plastering upto floor two level and finished even Sixty Seven Only
and smooth in (i)Cement mortar 1:3 (1-cement:3-
sand) incl Plastering on ceilings and sofits of
stairs upto floor two level instead of plastering
on walls (SOR I.No.17.58(i) page no 136 and
SOR it no 17.91 P. 137)
10 35.00 Providing 15mm thick cement plaster in single 205.37 Rupees Two hundred Sqm
coat on Rough (Similar)side of single or half Five Paise Thirty
brick walls for interior plastering upto floor two Seven Only
level and finished even and smooth in (ii)
Cement mortar 1:4 (1-cement :4-sand) incl
finishing with a floating coat of neat cement
slurry above floor for any floor level (SOR
I.No.17.6 (ii) page no 136 and SOR it no
11 8.00 20mm thick sand faced cement plaster on walls 300.66 Rupees Three Sqm
upto height 10 metres above ground level hundred Paise Sixty
consisting of 12mm thick backing coat of C.M. Six Only
1:3 (1-cement : 3-sand) and 8mm thick finishing
coat of C.M. 1:1 (1-cement : 1-sand) etc.
complete.(sor it no 17.95 pg no-137)
12 70.00 Providing and laying Vitrified tiles 8 to 10 mm 1073.13 Rupees One Sqm
thick , 24'' x 24'' in flooring treads of steps and Thousand Seventy
landing laid on a bed of 12mm thick cement Three Paise Thirteen
mortar 1:3 (1-cement : 3-coarse sand) finishing
with flush pointing in white cement. {SOR P.
13 10.00 Providing and laying Vitrified tiles 8 to 10 mm 1141.45 Rupees One Sqm
thick , 24'' x 24'' in skrting risers of steps and Thousand One
dedo on 10mm thick cement plaster 1:3 (1- hundred Forty One
cement : 3-coarse sand) and jointed with white Paise Forty Five Only
cement slurry(S.O.R. It. No.14.32(C1) P.
14 27.00 Providing and laying white glazed tiles 6mm 917.25 Rupees Nine hundred Sqm
thick in flooring treads of steps and landing laid Seventeen Paise
on a bed of 12mm thick cement mortar 1:3 (1- Twenty Five Only
cement : 3-coarse sand ) finishing with flush
pointing in white cement. (Similer to S.O.R. It.
15 12.00 Providing and laying white glazed tiles 6mm 1054.67 Rupees One Sqm
thick in skrting risers of steps and dedo on Thousand Fifty Four
Paise Sixty Seven
10mm thick cement plaster 1:3 (1-cement : 3-
coarse sand) and jointed with white cement
slurry {S.O.R. It. code. 14.32 P. No. 127}
16 3.00 Providing and laying cement concrete 1:2:4 (1- 3697.91 Rupees Three cmt
Cement : 2- Coarse sand : 4- graded stone Thousand Six
aggregates 20 mm nominal size) and curing hundred Ninety
complete excluding cost of formwork in Seven Paise Ninety
(A)Foundation and Plinth (SoR I No. 5.3.13. P.53 One Only
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
17 755.00 Finishing wall with weather proof exterior 114.53 Rupees One hundred smt
emulsion paint on wall surface (two coats) to Fourteen Paise Fifty
give an required shape even shade after Three Only
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
materials.etc complete.(SOR Item Code No:-
18 1540.00 wall painting (two coats) with plastic emulsion 79.22 Rupees Seventy Nine smt
paint of approved brand and manufacture on Paise Twenty Two
under coated wall surface to give an even shade Only
including thoroughly brushing the surface free
from mortar droppings and other foregin matter
and sand papered smooth.
{SOR. It. No. 18.57 P. No.143}
19 261.00 wall painting (two coats) with plastic emulsion 84.64 Rupees Eighty Four smt
paint of approved brand and manufacture on Paise Sixty Four
under coated ceiling and sloping roofs to give Only
an even shade including thoroughly brushing
the surface free from mortar droppings and
other foregin matter and sand papered smooth.
20 1801.00 Applying two coats of putty & two coats of 40.59 Rupees Forty Paise smt
primer of approved brand and manufacture on Fifty Nine Only
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. (sor it no 19032 Page
21 1.00 Constructing brick masonry chamber for 7180.44 Rupees Seven Each
underground C.I. Inspection chamber and Thousand One
bends with bricks having crushing strength not hundred Eighty Paise
less than 35Kg/Cm2 in C.M.1:5 C.I. cover with Forty Four Only
frame (Light duty) 455mm x 610mm intenal
dimensions total weight of cover with frame to
be not less than 38 Kg.(Wt.of cover 23 Kg.) and
Wt.of frame 15Kg.) (R.C.C. top slabe with 1:2:4
mix (1-cement : 2 coarses and : 4-graded stone
aggregate 20 mm 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.(iii) Inside dimensions 600mm x
850mm and 450mm deep for pipe lines with
three or more inlets.(SOR Item No:-24.44(III),Pg
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
22 13.00 Providing and fixing FRP frame size 100x50 mm 2377.76 Rupees Two sqm
and 28mm thick FRP depress panel shutter Thousand Three
having extra reinforcement on sides & edges in hundred Seventy
Gel coat finish. The core of the shutter & frame Seven Paise Seventy
is to be filed up with injected fire retardant
grade polyurethene foam done in situ alongwith
embedded wooden pieces for stiffening & also
taking hinges & fintures. The whole FRP frame
& shutter is to be water proof weather proof,
termite proof & resistance to mild acid/alkali.
Rates are to be inclusive of S.S hinges with
necessary screws & alluminium fixtures &
fastenings & fastener sleeve. (SOR it code
23 29.00 Providing and fixing to wall, ceiling and floor 397.87 Rupees Three rmt
galvanised Mild steel tubes (Medium grade) of hundred Ninety
the following nominal bore, tube fitting and Seven Paise Eighty
clamps including making good the wall ceiling Seven Only
and floor.(C) 25mm {S.O.R. It. No. 23.2 (c) P.
24 40.00 Providing laying and jointing in true line and 72.65 Rupees Seventy Two rmt
level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for Paise Sixty Five Only
cold water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials. (sor it
code 23061 pg no 180 )
25 49.00 Providing laying and jointing in true line and 91.84 Rupees Ninety One rmt
level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for Paise Eighty Four
cold water including fittings as approved by Only
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.(sor it
code 23062 pg no 180 )
26 17.00 Providing laying and jointing in true line and 119.15 Rupees One hundred rmt
level 32 mm dia.U.P.V.C.Pipe (SCH-40) for cold Nineteen Paise
water including fittings as approved by Engineer Fifteen Only
In Charge.Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concealed as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.(sor it
code 23062 pg no 180 )
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
27 21.00 Providing laying and jointing in true line and 195.67 Rupees One hundred rmt
level 50 mm dia.U.P.V.C.Pipe (SCH-40) for cold Ninety Five Paise
water including fittings as approved by Engineer Sixty Seven Only
In Charge.Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concealed as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.(sor it
code 23065 pg no 181 )
28 29.00 Providing and fixing to wall ceiling and floor 10.0 277.43 Rupees Two hundred rmt
Kg. F/Cm2 working pressure poluthene pipes of Seventy Seven Paise
the following outside Dia. Low densidy, complete Forty Three Only
with special falnge compression type fittings,
wall clipsetc. including making good the wall
ceiling and floor.(F)75 mm
29 29.00 Providing and fixing to wall ceiling and floor 10.0 336.24 Rupees Three rmt
Kg. F/Cm2 working pressure poluthene pipes of hundred Thirty Six
the following outside Dia. Low densidy, complete Paise Twenty Four
with special falnge compression type fittings, Only
wall clipsetc. including making good the wall
ceiling and floor.(G)110 mm(S.O.R It.No 23.8 G
30 2.00 Providing and fixing wash down water closet 1808.71 Rupees One Each
(European type,W.C.Pan)with integral P or S Thousand Eight
trap including jointing the trap with soil pipe in hundred Eight Paise
Seventy One Only
Cement Mortar 1:1(1-Cement:1-finesand)(Seal
and cover)(A)vitreous China Pattern :(i) in white
colour (Rate Analysis-01)
31 8.00 Providing and fixing PVC SWR Nahni trap IS 558.36 Rupees Five hundred Each
14735 for drain 75 mm diameter with jali of the Fifty Eight Paise
following nominal diameter of self cleaning Thirty Six Only
designof with C.I scread down or hinged
including cost of cutting and making goods the
walls (S.O.R It.code. 23069 (I) Pg. No.182)
32 24.00 Providing and fixing screw down bib taps of 186.83 Rupees One hundred Each
following size.(A) Brass screw down bib tap Eighty Six Paise
polished bright. (i) 15mm dia.(S.O.R It.No. 23.92 Eighty Three Only
33 8.00 Providing and fixing pillar tap, capstan head, 308.73 Rupees Three Each
screw down high pressure with screws, shanks hundred Eight Paise
and back nuts. (i) 15mm dia.(S.O.R It.No. 23.95 Seventy Three Only
34 5.00 Providing and fixing washbasin with single hole 1414.18 Rupees One Each
for pillar tap with C.I. or M.S. brackets painted Thousand Four
white including sutting holes and making good hundred Fourteen
the same but excluding fittings.(A) Vitreous Paise Eighteen Only
China:(ii) Flat Back washbasin 550 mm x v
400mm size. (i) In white colour.(sor it no
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
35 2.00 Providing and fixing Kitchen sink with C.I. or 2280.27 Rupees Two Each
M.S. brackets, painted white including cutting Thousand Two
holes in walls and making good the same but hundred Eighty Paise
excluding fittings. (C) Vitreous China Sink.(i) Twenty Seven Only
600mm x 450mm x 150mm size (SOR it no
36 2.00 Providing and Fixing brass ball cock with flexible 1433.19 Rupees One Each
full brass rod (25 mm) as per brand approved by Thousand Four
enginner in charge(RA-2) hundred Thirty Three
37 12.00 Providing and fixing S.S. wire gauge openable 1143.68 Rupees One smt
window with frame of S.S. wire material Grade- Thousand One
302 and wire gauge-8 ,with window shutter hundred Forty Three
battens size 19mm x 25 mm, window frame Paise Sixty Eight
battens size 50mm x 25 mm including with S.S. Only
window hinges (3 x 3/4' x 3/4'),S.S. Handle for
window 10 cmm size of ASIS 304 Grade, S.S.
tower bolt 10 cm,fitting accesories and labour
38 8.00 Repairing to Door including dissembling from 905.98 Rupees Nine hundred Each
frame, wroughting, providing patti, angles, Five Paise Ninety
replacing / repairing stoppers - aldrops - Eight Only
handles etc. for proper fixing in to frame hole
etc. complete for smooth operation and proper
utilization including assambeling and refixing of
the same as directed by Engineer-in-charge.(RA-
39 220.00 FIBRE REINFORCED ACRYLIC POLYMER 389.16 Rupees Three Smt
BASED WATERPROOF COATING hundred Eighty Nine
Providing and laying Fiber Reinforced Acrylic Paise Sixteen Only
Polymer based Waterproofing Coating on Terrace
up to any height by first cleaning the surface,
then apply One coat of Acrylic. Primer and Three
Coat of Waterproofing Coating by brush or any
other method suggested by the manufacturer
with Minimum 5 years of Guarantee against any
leakage inc. all Material and Labour Charges
etc. Complete (S.O.R Rate approved by G.O.G,
Road and Building Department, Gandhinagar
vide lettter no- PARACH/102024/2286/C-1,
40 76.00 Rehabilitation of RCC member in RCC structure 2523.42 Rupees Two Smt
for the building, height upto 15.00 m above Thousand Five
ground level with cement concrete as per hundred Twenty
following operation and direction of Engineer-in- Three Paise Forty
charge. (RA-5) Two Only
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
(a) Providing and erecting temporary engineered
steel tubular standard double scaffolding
system on the exterior side of the building,
maintaining it in a serviceable condition for the
required duration as approved and removing it
thereafter. The scaffolding system shall be
stiffened with bracings, runners, connection
with the building etc with suitable working
platforms at required locations with essential
safety features for the workmen etc complete as
per directions and approval of Engineer-in -
(b) Relieving structural members such as
beams,columns,slabs of their superimposed
loads partially or fully as directed by provision of
adjustable steel props, frames etc including
providing necessary timber, runners, planks,
bracing, jacking up arrangements including M.S
tubular steel double scaffolding & working
plateforms at all required levels etc for all
heights upto 50 metres etc and covering of all
openings on inside face to prevent entry of any
material,debris etc and providing protective
covering only external side to avoid splashes etc
as per direction of Engineer-in-charge.
(c) Removal of cement plaster spalled,loose and
disintegrated concrete upto the required depth
till sound concrete is available,including
exposing the reinforcement all round and
disposal of dismantled rubbish to the dumping
ground by mechanical transport where
permitted by Municipal Corporation/
Municipality/Nagarpalika.
(d) Chipping off existing loose , damaged,cracked
concrete etc.from RCC members i.e.
columns,beams,slabs etc upto 6mm beyond
reinforcement, carefully by chiesel and hammer
including cleaning the surface of the cement
concrete and rusted reinforcement by
mechanical wire brush or by any other
established method and finally remove the loose
materials,rust and dirt with air blowing or by
water jetting etc.
(e) Providing and applying anti corrosive rust
remover "Rusticide" of M/S Sunanda speciality
coating Pvt Ltd or equivalent of approved brand
and manufacture after cleaning the same with
wire brushe and water jet or air blowing.Apply
the solution with cotton waste swab to
reinforcement as per manufacturer's
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
(f)Supplying and fixing steel reinforcement of
approved make including
cutting,bending,fabricating,making dowel,
hooks, rings,providing spacers,plastic or steel
chairs,supplying binding wires including binding
or welding including wastage etc.complete as
per the specifications and as directed by
Engineer-in-charg and shall be paid
separately.The rate is excluding drilling the hole
in RCC work and providing shear connectors as
directed and fixing the shear connecter with
epoxy grouting and making opening in slab
when and wherever required.
(g) Application of a coat of cement slurry made
of Polyyalk Fixoprime of M/S Sunanda
Speciality Coating Private Ltd or Dr. Fixit or
equivalent of approved brand and manufacture
as per manufactures specification in the weight
proportion 1:1 ( 1 Polyalk FP : 1 Cement ) or in
the required proportion as per the manufactures
specifications all around the old reinforcement
or new reinforcement treated as under ( e )
above .( The second coat shall be applied after a
period of six hours )
(h) To ensure proper bonding between old and
new concrete application of bonding coat of
slurry made of Polyalk EP of M/S Sunanda
Speciallty Coating Private Ltd of Dr. Fixit or
equivalent approved brand and manufacture in
the weight proportion of 1 :2 (1 cement :
Polyalk EP ) or as per manufactures
specification over the cleaned and dried old
concrete surface Operation under (i) should be
executed before setting time of the operation
(i)Building up of the concrete sections in layers
not exceeding 10 mm thick, including trowelling
with wooden tools etc with Polymer modified
cement morter (with water cement ratio not
more than 0.40 in the proportion of 1:5:15 (1
part Polyalk EP of M/S Sunanda Speciallity
CoatingsPrivate Ltd or of equivalent approved
brand and manufacture : 5 parts of cement :
15 parts of coarse sand ) by weight BASF make
"MasterEmaco S-348" or Parex Group
Construction Products Pvt.Ltd.make "Lanko
731" including necessary operation of mixing
the morter by Mechanical means and casting by
dashing or hand packing or by shuttering of the
requisite shape and size to achieve compact
concrete section of the shape and size to
existing R.C.C members upto thickness of
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
41 1184.00 Drilling hole of required diameter and depth as 121.96 Rupees One hundred No
directed for fixing of Rebars using hammer Twenty One Paise
drill.Cleaning the hole using mechanical air Ninety Six Only
blower, water jetting etc.Providing & fixing rebar
in the drilled hole using approved make
Chemical grout and sealent with necessary
scaffolding , staging, labour , tools , and
equipments etc. complete and the work shall be
carried out by the technical workmens/agency
approved by the manufacturer and under
technical supervision of Manufacturer of
Injection grout.etc. complete as directed by
Engineer-in-charge. xFor 8 & 10 mm. dia.bar -
Depth 90mm (RA-6)
42 48.00 Drilling hole of required diameter and depth as 182.36 Rupees One hundred No
directed for fixing of Rebars using hammer Eighty Two Paise
drill.Cleaning the hole using mechanical air Thirty Six Only
blower, water jetting etc.Providing & fixing rebar
in the drilled hole using approved make
Chemical grout and sealent with necessary
scaffolding , staging, labour , tools , and
equipments etc. complete and the work shall be
carried out by the technical workmens/agency
approved by the manufacturer and under
technical supervision of Manufacturer of
Injection grout.etc. complete as directed by
Engineer-in-charge. For 12 mm. dia.bar -Depth
43 841.00 Providing TMT Bar FE 500D reinforcement for 76.21 Rupees Seventy Six Kg
R.C.C. work including bending, binding and Paise Twenty One
placing in position complete upto floor two level
(SOR Item No:- 05014 C Pg No:-54)
44 155.00 Rehabilitation of RCC members like Slab, beam, 1482.66 Rupees One Smt
column etc. of a building and height upto 15.00 Thousand Four
m at all level externally/internally by provding hundred Eighty Two
double scaffolding as per direction of Engineer Paise Sixty Six Only
in charge by chipping off existing loose
damaged,cracked concrete etc.from RCC
members i.e. columns,beams,slabs etc upto
6mm beyond reinforcement, carefully by chiesel
and hammer including cleaning the surface of
the cement concrete and rusted reinforcement
by mechanical wire brush or by any other
established method and finally remove the loose
materials,rust and dirt with air blowing or by
water jetting etc.and disposal of dismantled
rubbish to the dumping ground by mechanical
transport where permitted by Municipal
Corporation/ Municipality / Nagarpalika or as
directed by Engineer-in -charge with all lead and
lift.Providing and applying anti corrosive rust
remover "Rusticide" of M/S Sunanda speciality
coating Pvt Ltd or equivalent of approved brand
and manufacture after cleaning the same with
wire brushe and water jet or air blowing.Apply
the solution with cotton waste swab to
reinforcement as per manufacturer's
specification.Application of a coat of cement
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
Fixoprime of M/S Sunanda Speciality Coating
Private Ltd or Dr. Fixit or equivalent of approved
brand and manufacture as per manufactures
specification in the weight proportion 1:1 (
Polyalk FP : 1 Cement ) or in the required
proportion as per the manufactures
specifications all around the old reinforcement
or new reinforcement treated as above .( The
second coat shall be applied after a period of six
hours )To ensure proper bonding between old
and new concrete application of bonding coat of
slurry made of Polyalk EP of M/S Sunanda
Speciallty Coating Private Ltd or Dr. Fixit or of
equivalent approved brand and manufacture in
the weight proportion of 1 :2 (1 cement :
Polyalk EP ) or as per manufactures
specification over the cleaned and dried old
concrete surface .Apply Polymer Modified
Cement Mortar upto 25 mm thick to RCC
members in two or more coats, each coat of
mm or less thick with water
cement ratio not more than 0.40 in the
proportion of 1:5:15 (1 part Polyalk EP of M/S
Sunanda Speciallity Coatings Private Ltd of
equivalent approved brand and manufacture :
parts of cement : 15 parts of coarse sand ) by
weight including curing etc. or BASF make
"MasterEmaco S-348" or Parex Group
Construction Products Pvt.Ltd.make "Lanko
732" as required as per manufacturer's
specification etc.complete.
45 43.00 Providing and executing injection / pressure 423.37 Rupees Four Rmt
grouting in cracks in the parent concrete/brick hundred Twenty
work or in honey-comb area by fixing-up PVC Three Paise Thirty
or metallic grout-nozzles on line of crack in Seven Only
concrete/masonary at a distance not exceeding
300mm injecting with the help of grout-pump
working at a pressure of 3.00 kg/cm2,Pressure
grouting to be done using low viscous 2-
component epoxy crack injection material "
Lanko 721 "of Parexgroup , "Conbextra EP 10 (
M )" of Fosroc, " Concressive 1315" of BASF or
equivalent make shall be done in a sequence
starting from lowest grout-hole and procedding
to the next upper one, sealing the grout nozzles
temporarily, on the next day repeating the grout
sequence once more before cutting and sealing
the nozzles permanently.Finally patching up the
plaster with cement mortar ( 1: 3 ) proportion
using plasticiser to increase workability, curing
with water sprinkler for minimum three days
including finishing the edges of the
patch/groove with birla putty/plaster paris, for
even matching with the adjacent plaster area
etc.complete. (RA-9)
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
46 53.00 Providing and filling of non structural cracks by 47.81 Rupees Forty Seven Rmt
exposing the line of crack as per actual Paise Eighty One
requirements at site and removing all the loose Only
material , dirt etc. from the crack by brush. The
crack shall be made moist by applying water in
the groove by brush. The same groove shall be
filled withtready mixed paste" POLYFILL-AR" of
Sunanda Speciality Coatings Pvt. Ltd. crack-X of
Dr.Fixit or Equivalent and making good the
walls as per manufacturer specification and as
required by the Engineer-in-charge. (RA-10)
(Total Civil work =A)
47 28.00 Replacing old ,u/s Wiring by new Point wiring 354.51 Rupees Three Pt
for Light / Fan/ Bell/ Primary Point with 2-1.5 hundred Fifty Four
sq. mm & earthwire of 1.5 sq. mm (green) both Paise Fifty One Only
are of ISI marked 1.1 kv grade FRLS PVC
insulated multistrand copper wires, in following
type of pipe to be erected concealed in /flushed
on wall/ceiling , complete with 6A Tissino Type
ISI marked flush type switch / bell push and
accessories erected on Metal / PVC Box
covered with 3 mm thick PC(Polycarbonet)
/Acrylic sheet. with necessary Lamp
holder/ceiling rose / H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and
48 24.00 Replacing old,u/s Wiring by new wiring for 493.89 Rupees Four Pt
independent PLUG with following size mains hundred Ninety
earthwire of 1.5 sq.mm (green) both are of ISI Three Paise Eighty
marked 1.1 KV grade FRLS PVC insulated Nine Only
multistrand copper wires, in following type of
pipe to be erected concealed in /flushed on
wall/ceiling , complete with ISI marked 3 / 5 Pin
socket and tissino type switch erected with
earth continuity connection erected on Metal /
PVC box covered with 3 mm thick
PC(Polycarbonet) / Acrylic sheet. [B] 16A Plug
with 2-2.5 sq. mm Cu. Mains (a) with medium
class Rigid PVC pipe and accessories
49 88.00 Replacing old,u/s following Shockproof tissino 31.31 Rupees Thirty One Ea
type accessories erected on 3 mm thick PC Paise Thirty One
(Polycarbonate) sheet in PVC/ Metal/Wooden
Box. erected on wall/ ceiling. (1) One no Single
pole 6 A Switch / Bell push
32.00 (2) One no 3/5 pin 6 A Socket 31.31 Rupees Thirty One Ea
16.00 (3) One no Single pole 16 A Switch 47.47 Rupees Forty Seven Ea
16.00 (4) One no 6/16 A Universal Socket 47.47 Rupees Forty Seven Ea
44.00 (8) Bakelite lamp holder 22.22 Rupees Twenty Two Ea
16.00 (14) Electronic Hum free EME Socket Type Steps 219.17 Rupees Two hundred Ea
Fan Regulator Nineteen Paise
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
50 32.00 Replacing old,u/s Wiring by new wiring for 66.66 Rupees Sixty Six pt
looped PLUG with tissino type single pole ISI Paise Sixty Six Only
marked Switch and Socket erected with
necessary connections erected on wooden
/Metal/ PVC Box covered with 3 mm thick
PC(Polycarbonet) /Acrylic sheet for open /
concealed wiring for following size. [A] For
51 70.00 Replacing old u/s pipe by new Medium class 33.33 Rupees Thirty Three Mtr
RIGID PVC PIPES of following size complete to be Paise Thirty Three
erected on/in wall or ceiling erected with necessary PVC Only
fittings & Junction boxes fixed with adhesive solution &
Clamps with following dia of pipes, in approved manner
as directed (b) 25 mm
52 120.00 Replacing old,u/s Mains by new Mains with 1.1 46.46 Rupees Forty Six Ea
KV grade FRLS PVC insulated ISI marked Paise Forty Six Only
stranded Copper conductor wire in following
type of pipe to be erected concealed in /flushed
on wall/ceiling, with 1.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of
green colour for earth continuity of following
size (e) in existing pipe (a) 2 wire 1.5 sq. mm
40.00 (b) 2 wire 2.5 sq. mm 62.62 Rupees Sixty Two Ea
53 16.00 Replacing old,u/s mains by new Mains with 1.1 86.86 Rupees Eighty Six Ea
KV grade FRLS PVC insulated ISI marked Paise Eighty Six
stranded Copper conductor wire in following Only
type of pipe to be erected in / on wall / ceiling
with 2.5 sq. mm copper conductor FRLS PVC
insulated stranded wire of green colour for earth
continuity of following size (e) in existing pipe (a)
2 wire 4 sq. mm
54 24.00 Replacing old,U/s MCB by new Miniature circuit 112.11 Rupees One hundred Ea
breaker single pole 6A to 25A suitable to operate Twelve Paise Eleven
on 240 V A.C. system and having breaking Only
capacity 10 KA to be erected in existing box.
confirming to IS 8828/1996 with ISI Mark
55 6.00 Replacing old,U/s MCB by new Miniature circuit 330.27 Rupees Three Ea
breaker 240 V MCB double pole switch for hundred Thirty Paise
motor & inductive load (C Curve) having 10 KA Twenty Seven Only
breaking capacity & confirms to IS : 8828 in
existing box having following capacity (B)
56 9.00 Replacing old rusted u/s encloser by new Sheets 176.75 Rupees One hundred nos
Seventy Six Paise
steel powder coated enclosure suitable for
Seventy Five Only
incorporating One/Two nos. MCB.
57 5.00 Replacing old u/s ELCB by new ELCBs / RCCBs 2235.13 Rupees Two Ea
conforming to IS: 12640 and having sensitivity Thousand Two
of 30 mA and Short Circuit withstand capacity hundred Thirty Five
of 6 KA and suitable for operation on single Paise Thirteen Only
phase 240 V. having characteristic of quick
action & tripping with all advance feature & do
not incorporate any electronic component. for
following Max. rating erected as directed (ii)
40Amps. DP Cat.III
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
58 16.00 Replacing old,U/S ceiling fan by new Approved 1596.81 Rupees One Ea
make Ceiling fan with double ball bearing ISI Thousand Five
mark with condenser A.C. 23OV.50 c/s.1200 hundred Ninety Six
mm. sweep complete, canopy and 30 cms. down Paise Eighty One
rod erected on existing hook or clamp with
24/0.2 , 3 core flexible wire with earthing.
[Make shall be approved by Engineer in charge]
59 36.00 Replacing old u/s LED street light by new LED 238.36 Rupees Two hundred nos
indoor fittings with LEDs of wattage 0.2 Watt to Thirty Eight Paise
0.5 Watt assembled on single MCPCB, with Thirty Six Only
housing used as a heat sink shall be made of
thick sheet Steel conforming to IS: 513/CRCA
polyester powder coated and high U.V. &
corrosion resistance with diffuser and/or
Polycarbonate optics with company mark/name
120 to 300 V,Power Factor more than 0.9, THD
CCT 3000 K to 6500K, Uniformity ratio >0.7,
Luminaire efficiency> 85 lumens/watt
LED driver efficiency > 85 %
CREE / OSRAM / PHILIPS Lumileds / NICHIA /
SEOUL/Bridgelux(U.S.A.) make LED used for
luminaire. (Each fitting required LM-79 & LM-80
Certificates) (A) Tube Light with integral/ non-
integral driver (iii) 18-20 Watts, Surge - 2KV,IP-
20, conventional 4 feet Cat-ll
60 6.00 Replacing old u/s LED street light by new LED 4147.06 Rupees Four Ea
street light / Flood light fittings with High power Thousand One
White LEDs wattage of 3 Watt and above hundred Forty Seven
assembled on single MCPCB, efficiency more Paise Six Only
than 130 lm/w and corrosion free High pressure
die cast aluminum housing with smooth finish
powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate
optics/ lenses, with toughened glass with
company mark/name engraved or embossed
160 to 270 V,Power Factor more than 0.95, THD
< 10 %, CCT 3000 K to 5700K,Uniformity ratio
>0.45, Luminaire efficacy> 100 lumens/watt .
LED driver efficiency > 85 %.( fittings required
LM-79 & LM-80 certificates)(NOTE: Below
description have shown ranges of Wattage
capacity of LED fittings.The Engineer incharge
may select any wattage capacity between the
ranges shown.) (A) Street Light (IP-65), Surge
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
61 1.00 Disconnected old,Rusted,u/s earth pit of 4591.46 Rupees Four Ea
minimum bore dia.150mm size approved make Thousand Five
Earthing Electrode consisting Pipe-in-Pipe hundred Ninety One
Technology as per IS 3043-1987 made of corrosion free Paise Forty Six Only
G.I.Pipes having Outer pipe dia of 50mm having 80-200
Micron galvanising, Inner pipe dia of 25 mm having 200-
250 Micron galvanising, connection terminal dia of 12mm
with constant ohmic value surrounded by highly
conductive compound with high charge dissipation
suitable for following type of applications. (a) For
Electrical Installation up to 440V in normal soil
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg.
62 5.00 Disconnecting old rusted GI wire by new HOT 77.77 Rupees Seventy Ea
Seven Paise Seventy
deep Galvanised iron strip wire 8 to 16 SWG. Seven Only
(Total Electrical work =B)
Rupees Fifteen Lakh Sixteen thousand Six hundred Thirty Six Paise Ninety One Only
I/We am / are willing to carry out the work at ……………………….. % above / Below percent (Should be written in figures and
words ) of the estimated rates mentioned above. Amount of my / our tender works out asunder )
* Estimated amount * Estimated Amount
Put to Tender Rs. ……………………. Put to Tender Rs. …………………….
Deduct …………. % below Rs………………………. Add……………….% above Rs. …………………….
In Words ……………………………. In Words ………………………
Notes for civil work:-
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
Dated Signature Deputy Executive Engineer Executive Engineer
of the contractor Const.(R & B)Sub.Dn.No.5 Medical (R & B) Division
Ahmedabad Ahmedabad
Ite estimate Estimated
Estimated Rates In according to
m d but Item of work Rates In Unit
Words estimated
No. may be Figure
(STATEMENT OF DISMENTAL MATERIAL)
Credit Of Dismental material (Civil Works)
63 56.00 Tiles 50.00 Rupees Fifty Only Smt
64 2.00 Sanitary Items 10.00 Rupees Ten Only Each
65 15.00 25 mm GI Pipe 4.00 Rupees Four Only Kg
66 8.00 15 mm PVC Pipe 5.00 Rupees Five Only Rmt
67 10.00 25 mm PVC Pipe 6.00 Rupees Six Only Rmt
68 4.00 32 mm PVC Pipe 7.00 Rupees Seven Only Rmt
69 5.00 50 mm PVC Pipe 8.00 Rupees Eight Only Rmt
70 6.00 75 mm PVC Pipe 10.00 Rupees Ten Only Rmt
71 6.00 110 mm PVC Pipe 10.00 Rupees Ten Only Rmt
72 13.00 Plumbing Items 10.00 Rupees Ten Only Each
73 7.00 FRP Door 100.00 Rupees One hundred Smt
Credit Dismental Civil Work
Credit Of Dismental material (Electrical Works)
74 28.00 cost of old & u/s Light point 15.60 Rupees Fifteen Paise Pt
75 16.00 cost of old & u/s Fan Point 22.85 Rupees Twenty Two Pt
76 88.00 cost of old & u/s 6 .A switch 7.00 Rupees Seven Only Nos
77 32.00 cost of old & u/s 6 A socket 7.00 Rupees Seven Only Nos
78 16.00 cost of old & u/s 16 A socket 9.40 Rupees Nine Paise Nos
79 16.00 cost of old & u/s 16 A switch 8.45 Rupees Eight Paise nos
80 36.00 cost of old & u/s TL 4Ft 8.40 Rupees Eight Paise Nos
81 24.00 cost of old & u/s 16A Swich\socket 22.10 Rupees Twenty Two Nos
82 24.00 cost of old & u/s Sp mcb 4.90 Rupees Four Paise Nos
83 6.00 cost of old & u/s Dp mcb 15.70 Rupees Fifteen Paise Nos
84 5.00 cost of old & u/s Dp elcb 108.50 Rupees One hundred Nos
85 70.00 cost of old & u/s Pipe 1.08 Rupees One Paise Mtr
86 16.00 cost of old & u/s Fan regulator 19.25 Rupees Nineteen Nos
87 120.00 cost of old & u/s 1.5 sqmm mains 4.62 Rupees Four Paise Mtr
88 40.00 cost of old & u/s 2.5 sqmm mains 6.38 Rupees Six Paise Mtr
89 16.00 cost of old & u/s 4.0 sqmm mains 8.80 Rupees Eight Paise Mtr
90 44.00 cost of old & u/s holder 0.80 Rupees Paise Eighty Nos
91 32.00 cost of old & u/s loop plug 2.65 Rupees Two Paise Nos
92 16.00 cost of old & u/s Fan 153.00 Rupees One hundred Nos
93 6.00 cost of old & u/s street light 196.80 Rupees One hundred Nos
Credit Dismental Electrical Work
Credit Dismental Work
Rupees Twelve Thousand Five hundred Ninety Five Paise Ninety Only
Dated Signature Deputy Executive Engineer Executive Engineer
of the contractor Const.(R & B)Sub.Dn.No.5 Medical (R & B) Division
Ahmedabad Ahmedabad
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002-Schedule-B (Sola Sarkari Vasahat Blk-21).pdf
003-Dismental Credit St (Civil+Elect).pdf
004-Specification Index.pdf
005-Specification (Sola Sarkari Vasahat Blk-21).pdf
006-Extra Security Deposit Statement.pdf
007-Annexure-1.pdf
008-Bond-Colour.pdf
009-Bond-Water proofing.pdf
010-Bond-FRP Door.pdf
011-GR as per SBD (12-01-2024)-Medical.pdf
012-Standards for Cement Con. Dt.11-5-2017.pdf
013-Single Tender GR Dt.18-2-2017.pdf
014-FD Circular No 1097 GST Dt.15-9-2018.pdf
015-Tender Negotiation Dt.08-06-2018.pdf
016-Testing Schedule Dt.24-10-1994.pdf
017-GR-Laplength in Reinforcement Dt.15-2-2017.pdf
018-Registration Mandatory Dt.3-9-2016.pdf
019-Tender Reinvite Guideline Dt.25-8-2015.pdf
020-E-Tendering-Tender Fee and EMD Dt18-1-2008.pdf
021-E-Tendering-Tender Fee and other doc Dt.27-11-2008.pdf
022-Payment through RTGS-NEFT Dt.30-4-2018.pdf
024-RMC (Dt.15-07-2023)for above 5 cr works.pdf
023-COMPUTERISED MB GR Dt.1-2-2017.pdf
025-Mix Design Condition.pdf
026-GTS Booklet-192 Pg.pdf
028-Material Testing Schedule.pdf
029-Elect Book (1-20).pdf
030-Elect Book (21-40).pdf
031-Elect Book (41-61).pdf
001-SBD (Sola Sarkari Vasahat Blk-21)-2nd attempt.pdf
027-E Tender Notice No.02 of 2026-2027.pdf
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