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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
26 Feb 2026, 5:30 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief officer
BID DOCUMENTS FOR GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA (2ND ATTEMPT)
273243
01 OF 2025 - 26
Open
Civil - All
Ahmedabad
3 documents required · 3 mandatory
₹4,248
Chief officer sanand nagarpalika
₹1.5 L
5 Feb 2026
5 Feb 2026
5 Feb 2026
26 Feb 2026
5 Feb 2026
Schedule No Name of Work
Schedule – B1 GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 (Approved grant work)
Schedule – B2 Comprehensive Operation and Maintenance for 4 years (2nd year to 5th year from self-grant)
I/We am/are willing to carry out the work @ % Above / Below Percentage (should be written in figures and
words) of the Estimated rates mentioned above amount of my / our Tender works out as under.
Estimated Amount Estimated Amount
Put to Tender Rs. Put to Tender Rs.
Add % Rs. Deduct %Rs.
Total Rs. Total Rs.
(In Words (In Words
Consultant City Engineer
CC Patel and Associates Pvt Ltd
Sanand Nagarpalika
Sanand Nagarpalika
SANAND NAGARPALIKA
NAME OF PROJECT: -GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN
SANAND NAGARPALIKA (2ND ATTEMPT)
No Description Estimated Amount
1 Security cabin
2 Store room & Electric pannel room
4 Miyawaki and Landscapping
5 compound wall
6 Electrical work
Maintenance for 1st year
Maintenance for 2nd to 4th year
NOTE : The bidder will have to demolish existing structure what so ever present on current site, clear
site and will have to recover an amount of rs 32,000/- from scrap. This amount will be deducted from
the first RA bill.
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
Sub Estimate 01 - SECURITY CABIN
Description QTY UNIT RATE AMOUNT
Excavation for foundation up to 1.5mt. depth
1 including sorting out and stacking of useful materials 20.00 CMT 117.08
and disposing of the excavated stuff up to 50 meter
lead. (A) loose soil
Filling available excavated earth (excluding rock) in
2 trenches, plinth, sides of foundations etc. in layers 14.00 CMT 130.40
not exceeding 20cm in depth consolidating each
deposited layer by ramming & watering.
Providing and laying cement concrete 1:3:6 (1
Cement: 3 Coarse Sand: 6 hand broken stone
3 aggregates 40 mm nominal size) and finishing smooth 2.50 CMT 4046.22
with curing complete excluding the cost of formwork
and excluding the cost of reinforcement. In
foundation and plinth.(upto 10 ton).
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
including the cost of providing formwork with
ordinary timber planking but excluding the cost of
reinforcement for foundations, footings, bases of
column etc. & mass concrete at all heights, all places,
all levels within the site premises as directed by the
Engineer - in - Charge.
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
5 including the cost of providing formwork with 2.00 CMT 8650.65
sheeting of steel sheets but excluding the cost of
reinforcement for columns, pillars, posts, struts, walls
etc. at all heights, all places, all levels within the site
premises as directed by the Engineer - in - Charge.
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
including the cost of providing formwork with
sheeting of steel sheets but excluding cost of
6 reinforcement for sides and soffits of beams, beam 3.00 CMT 6660.95
haunchings, cantiliesrs, copings and lintets not
exceeding 1 m in depth etc. at all heights, all places,
all levels within the site premises as directed by the
Engineer - in - Charge.
Providing laying Controlled cement concrete M-250
and curing complete including the cost of form work
and excluding cost of reinforcement for reinforced
concrete work in :RCC Slabs & Landings
Providing laying ordinary cement 1:2:4 cement
concretecuring complete excludung the cost of form
work and excluding cost of reinforcement for
reinforced concrete work in grade Slab
Brick work using common burnt clay building bricks
having crushing strength not less than 35kg/Sqcm. in
Super Structure. In cement mortar 1:6 (1 cement :
fine sand) (A) Fly Ash
Providing and applying average 10 mm. thick single
coat Cement finish smooth plaster in CM 1:4 (1
cement : 4 coarse river sand), on ceilings, stair soffits
etc.as per instructions of EIC at all floors / all levels /
all heights / all shapes including dense hacking to
concrete surface, scaffolding, curing, including
applying neat cement slurry on RCC Surface etc.
complete as per drawing / specifications and / or as
directed by the Engineer-in-charge. for all civil,
plumbing, electrical & infrastructure works.
Providing and applying average 15 mm. thick Cement
finished cement plaster in single coat on fair side of
brick, concrete walls for interior plastering for all
floors, at any height and finished even and smooth in
CM 1:4. (1 cement : 4 coarse river sand), including
dense hacking to concrete surface (minimum
hacks of 10-15mm depth per sq.ft), scaffolding,
10 curing, making grooves (at junction of slab & beam, 37.00 SMT 157.17
two different materials like brick & concrete surfaces,
periphery of openings, below sills, above lintels,
above skirting - horizontally or vertically), forming
pattas including applying neat cement slurry on RCC
Surface etc. complete as per drawing / specifications
and / or as directed by the Engineer-in-charge. for all
civil, plumbing, electrical & infrastructure works.
20 mm. thick sand face Gutkha finish cement plaster
on walls upto 10 meters above ground level
11 consisting of 12 mm. thick backing coat of C.M. 1:3 (1 28.00 SMT 300.66
cement : 3 sand) and 8 mm. thick finishing coat of
C.M. 1:1 (1 cement : 1 sand) etc. complete
P & L 24" x 24" vitrified 8 mm thick tile flooring over
20 mm (average) base of cement mortar 1:6 (1
cement: 6 coarse sand) on new surface or fixing on
existing flooring by adhesive material including
dismentaling of existing flooring and jointed with
color cement slurry including finised with flush
pointing & cleaning the surface etc. complete for light
shade (upto 10 ton)
13 Providing and fixing G.I rain water spout of 50 mm 2.00 Nos 101.91
diameter and 30 cm length.
Distempeing (Two coats)with oil bound washable
distemper of approved brand and manufacture and of
required shade on wall surfaces to givean 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
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. The rate shall be
including of providing two coats of primer of
approved brand and manufacturer on new wall
surfaces to give and even shade including throughly
brushing the surface free from mortar dropping and
other foreign matter and sand papered smooth.
Providing and fixing window having extruded
aluminum colour anodized section frame main outer
size 63.50 x 38.10x 1.95mm (of Jindal section no.
4605@ Wt. 1.094 Kg/Rmt), horizontal two track
member size 61.85mm x 31.75mm x 1.20mm (of
Jindal section no. 8687, @ Wt. 0.695 Kg/mt), vertical
member of size 61.85mm x31.75mm x 1.30mm (of
Jindal section no. 8758 @ Wt. 0.659 Kg/mt) with
16 sliding shutters of horizontal member size 40mm x 3.00 SMT 1713.70
18mm x 1.29mm (of Jindal Section No. 8949 @ Wt. of
0.456 Kg/mt), vertical member of size 40mm x 18mm
x 1.29 mm (of Jindal section no: 8947 @ Wt. of
kg / mt / section 8948, @ Wt. 0.457 kg/mt) with
mm thk tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon
sealant glass fixing to frame as per details etc
completed for window.
Providing and fixing 10cm x 7.5 cm indian teak wood
door frame & flush door both sides laminated and
I.T.W. beading all around. Shutter shall be fabricated
from 35 mm thick solid core malemine faced three
layered pre laminated flat pressed wood based
exterior grade bonded BWP/BWR synthetic resin
17 having stamped IS 12823 grade I type II and Stainless 2.10 SMT 5469.15
steel decorative type designs fixtures / fastening
1Nos.S.S. Pipe Handle for door 30 cm size of ASIS
Grade, 2Nos. S.S. Aldrop 30 cm long of ASIS
Grade, Tower Bolt - SS 202 - 6", S.S. Door / window
Hinges 4x1"x1" etc. as per architectural detailed
drawing and as directed by engineer in charge.
Applying two coats of putty & two coats of primer of
approved brand and manufacture on new wall
18 surface to give an even shade including thoroughly 46.00 SMT 40.60
brushing the surface free from mortar dropping and
other foreign matter and sand papered smooth
Providing and laying average 65 mm thick IPS, water
proof cement concrete flooring in 1:2:4 (1 Cement :
Sand : 4 Graded Aggregate 10mm nominal size) to
RCC, under ground tanks at all heights in line, level
and gradient including mixing water proofing
compound of ConTech Chemicals or equivalent in
recommended proportions as approved by the
Architect and Engineer-in-charge and leaving the
surface rough wired finish to receive any type of
flooring / smooth finish etc complete including
furnishing a guarantee bond for 10 years. Rate shall
be inclusive of curing, scaffolding etc. as directed.
Providing TMT Fe 500 bar reinforcement for R.C.C.
20 work including bending, binding and placing in 932.00 Kg 76.22
position complete up to floor two level. (upto 10 ton).
Providing & laying approved quality mirror finished
granite or any approved stone of approved shade,
thickness 18 mm. to 20 mm, in skirting, riser and
dado in required sizes and shapes, set with cement
slurry (minimum 3.3 kg cement/ m2) including
average 10 mm thick cement mortar bedding in 1:1 (1
cement: 1 fine sand) laid and jointed with white
cement and matching pigment including rubbing, re-
polishing after fixing to remove any undulation
21 between the joints (if required) with different grades 6.03 SMT 3398.65
of Emery, refilling of open joints, curing, daily
cleaning and mopping, shall be done up to the
satisfaction of the EIC (Only finished work will be
measured.) etc. all complete as per approved sample
by Architect, drawings and instruction of EIC. at all
floors / all levels / all heights and all shapes. The rate
includes machine cut edges of uniform thickness,
beveling and mirror polishing of edges.BAsic Rate of
Stone Rs. 1000 / Sqm FOR
MS Grill:-Providing and fixing M.S.grills of required
patter to wooden frames of window etc.with M.S.
21 flats at required spacings and frame alround, square 40.00 Kg 101.18
or round bars with round headed bolts and nuts or by
screws or welding (A) Plain Grill.
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
Sub Estimate 02 - STORE ROOM and ELECTRICAL PANNEL ROOM
Sr No Description QTY UNIT RATE AMOUNT
Excavation for foundation up to 1.5mt. depth
including sorting out and stacking of useful
materials and disposing of the excavated stuff up
to 50 meter lead. (A) loose soil
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers
not exceeding 20cm in depth consolidating each
deposited layer by ramming & watering.
Providing and laying cement concrete 1:3:6 (1
Cement: 3 Coarse Sand: 6 hand broken stone
aggregates 40 mm nominal size) and finishing
smooth with curing complete excluding the cost of
formwork and excluding the cost of reinforcement.
In foundation and plinth.(upto 10 ton).
Providing and laying controlled cement concrete
M-250 and finishing smooth with curing etc
complete including the cost of providing formwork
with ordinary timber planking but excluding the
cost of reinforcement for foundations, footings,
bases of column etc. & mass concrete at all
heights, all places, all levels within the site
premises as directed by the Engineer - in - Charge.
Providing and laying controlled cement concrete
M-250 and finishing smooth with curing etc
complete including the cost of providing formwork
with sheeting of steel sheets but excluding the cost
of reinforcement for columns, pillars, posts, struts,
walls etc. at all heights, all places, all levels within
the site premises as directed by the Engineer - in -
Providing and laying controlled cement concrete
M-250 and finishing smooth with curing etc
complete including the cost of providing formwork
with sheeting of steel sheets but excluding cost of
6 reinforcement for sides and soffits of beams, beam 11.00 CMT 6660.95
haunchings, cantiliesrs, copings and lintets not
exceeding 1 m in depth etc. at all heights, all
places, all levels within the site premises as
directed by the Engineer - in - Charge.
Providing laying Controlled cement concrete M-
7 250 and curing complete including the cost of form 4.00 CMT 6578.13
work and excluding cost of reinforcement for
reinforced concrete work in :RCC Slabs & Landings
Providing laying ordinary cement 1:2:4 cement
concretecuring complete excludung the cost of
form work and excluding cost of reinforcement for
reinforced concrete work in grade Slab
Brick work using common burnt clay building bricks
having crushing strength not less than 35kg/Sqcm.
8 in Super Structure. In cement mortar 1:6 (1 cement 17.00 CMT 5171.15
Half brick masonry in common burnt clay building
bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:4 (1 - Cement : 1 -
Fine sand) in superstructure. (A) Fly Ash
Providing and applying average 10 mm. thick single
coat Cement finish smooth plaster in CM 1:4 (1
cement : 4 coarse river sand), on ceilings, stair
soffits etc.as per instructions of EIC at all floors / all
levels / all heights / all shapes including dense
10 hacking to concrete surface, scaffolding, curing, 22.00 SMT 115.81
including applying neat cement slurry on RCC
Surface etc. complete as per drawing /
specifications and / or as directed by the Engineer-
in-charge. for all civil, plumbing, electrical &
infrastructure works.
Providing and applying average 15 mm. thick
Cement finished cement plaster in single coat on
fair side of brick, concrete walls for interior
plastering for all floors, at any height and finished
even and smooth in CM 1:4. (1 cement : 4 coarse
river sand), including dense hacking to concrete
surface (minimum 50 hacks of 10-15mm depth per
sq.ft), scaffolding, curing, making grooves (at
junction of slab & beam, two different materials
like brick & concrete surfaces, periphery of
openings, below sills, above lintels, above skirting -
horizontally or vertically), forming pattas including
applying neat cement slurry on RCC Surface etc.
complete as per drawing / specifications and / or
as directed by the Engineer-in-charge. for all civil,
plumbing, electrical & infrastructure works.
20 mm. thick sand face Gutkha finish cement
plaster on walls upto 10 meters above ground level
12 consisting of 12 mm. thick backing coat of C.M. 1:3 3.00 SMT 300.66
(1 cement : 3 sand) and 8 mm. thick finishing coat
of C.M. 1:1 (1 cement : 1 sand) etc. complete
P & L 24" x 24" vitrified 8 mm thick tile flooring
over 20 mm (average) base of cement mortar 1:6
(1 cement: 6 coarse sand) on new surface or fixing
on existing flooring by adhesive material including
dismentaling of existing flooring and jointed with
color cement slurry including finised with flush
pointing & cleaning the surface etc. complete for
light shade (upto 10 ton)
14 Providing and fixing G.I rain water spout of 50 mm 8.00 Nos 101.91
diameter and 30 cm length.
Distempeing (Two coats)with oil bound washable
distemper of approved brand and manufacture
and of required shade on wall surfaces to givean
even shade, over and including a priming coat with
15 distemper primer of approved brand and 72.00 SMT 76.85
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
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
16 complete. The rate shall be including of providing 3.00 SMT 114.54
two coats of primer of approved brand and
manufacturer on new wall surfaces to give and
even shade including throughly brushing the
surface free from mortar dropping and other
foreign matter and sand papered smooth.
Providing and fixing standard extruded of
aluminium section of size 63mm x 38.10 x 1.2mm
17 (Jindal section :2434, @ Wt. 0.643 Kg/mt) with 1.00 SMT 1301.82
colour anodised aluminium frame for ventilation
with 5mm thick frosted glass as details etc.
complete for ventilation
Providing and fixing 10cm x 7.5 cm indian teak
wood door frame & flush door both sides
laminated and I.T.W. beading all around. Shutter
shall be fabricated from 35 mm thick solid core
malemine faced three layered pre laminated flat
pressed wood based exterior grade bonded
BWP/BWR synthetic resin having stamped IS
grade I type II and Stainless steel decorative type
designs fixtures / fastening 1Nos.S.S. Pipe Handle
for door 30 cm size of ASIS 316 Grade, 2Nos. S.S.
Aldrop 30 cm long of ASIS 304 Grade, Tower Bolt -
SS 202 - 6", S.S. Door / window Hinges 4x1"x1"
etc. as per architectural detailed drawing and as
directed by engineer in charge.
Applying two coats of putty & two coats of primer
of approved brand and manufacture on new wall
surface to give an even shade including thoroughly
brushing the surface free from mortar dropping
and other foreign matter and sand papered
Providing and laying average 65 mm thick IPS,
water proof cement concrete flooring in 1:2:4 (1
Cement : 2 Sand : 4 Graded Aggregate 10mm
nominal size) to RCC, under ground tanks at all
heights in line, level and gradient including mixing
water proofing compound of ConTech Chemicals
20 or equivalent in recommended proportions as 20.00 SMT 376.73
approved by the Architect and Engineer-in-charge
and leaving the surface rough wired finish to
receive any type of flooring / smooth finish etc
complete including furnishing a guarantee bond for
10 years. Rate shall be inclusive of curing,
scaffolding etc. as directed.
Providing TMT Fe 500 bar reinforcement for
21 R.C.C. work including bending, binding and 2880.00 Kg 76.22
placing in position complete up to floor two level.
Providingandfixingcast iron(Spun)Nahni trap of the
following nominal diameter of self cleaning
designwith C.I. screaed downor higned grating
including cost of cutting and making good the walls
and floor 100 mm inlet and 50 mm
outlet.(C)100mm dia.
Providing and fixing Kitchen sink with C.I. or M.S.
brackets, painted white including cutting holes in
23 walls and making good the same but excluding 1.00 Nos 2280.27
fittings.(C)Vitreous China Sink. (i)600mmx450mmx
Providing and fixing C.P.brass waste for washbasin
or sink. (B) 40mm dia.
Providing and fixing pillar tap,capstan head,screw
25 down high pressure withscrews, shank sand back 1.00 Nos 308.73
nuts. (i) 15mm dia
Providing and fixing Gunmetal check or non-return
fullway wheel valve.(C) 25mm dia.
Providing and fixing chromium plated brass half
27 trun flush cock of approved quality including fixing 1.00 Nos 254.79
in pipe line etc. complete.(i) 20mm dia.
Providing and fixing ball cock of approved.quality
as directed.(A) Copper Metal (i) 25mm dia
Providing layingand jointing intrue line and level
15mmdia.U.P.V.C.Pipe(SCH-40) for cold water
including fittings as approved by Engineer In
Charge. Pipe shall be fixed on the wall with the
29 help of clamp at every twometre C/C or shall be 20.00 RMT 72.65
concealedas directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
Providing layingand jointing intrue line and level
25mmdia.U.P.V.C.Pipe(SCH-40) for cold water
including fittings as approved by Engineer In
Charge. Pipe shall be fixed on the wall with the
30 help of clamp at every twometre C/C or shall be 15.00 RMT 91.24
concealedas directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
Providing and fixing S.W.gully trap with C.I. grating
brick masonry chamber and water tight C.I. cover
31 with frame of 300mmx300 mmsize (inside) with 1.00 Nos 1246.92
standard weight. (i)Square mouth traps.(B)150mm
x 100mm size P or R type
32 PVC SWR pipes IS 13592 for Drain - 160 mmdia 10.00 RMT 286.84
Providing erecting and fixing double coated ISI
33 water tank of required capacity each with all 2000.00 Liter 3.95
necessary fittings and connectionetc. completeon
Providing and laying colored glazed tiles 6mm thick
in skrting risers of steps and dedo on 10 mm thick
cement plaster 1:3 (1-cement :3-coarse sand) and
jointed with white cement slurry
Providing & laying approved quality mirror finished
granite or any approved stone of approved shade,
thickness 18 mm. to 20 mm, in skirting, riser and
dado in required sizes and shapes, set with cement
slurry (minimum 3.3 kg cement/ m2) including
average 10 mm thick cement mortar bedding in 1:1
(1 cement: 1 fine sand) laid and jointed with white
cement and matching pigment including rubbing,
re-polishing after fixing to remove any undulation
35 between the joints (if required) with different 9.46 SMT 3398.65
grades of Emery, refilling of open joints, curing,
daily cleaning and mopping, shall be done up to
the satisfaction of the EIC (Only finished work will
be measured.) etc. all complete as per approved
sample by Architect, drawings and instruction of
EIC. at all floors / all levels / all heights and all
shapes. The rate includes machine cut edges of
uniform thickness, beveling and mirror polishing of
edges.BAsic Rate of Stone Rs. 1000 / Sqm FOR
MS Grill:-Providing and fixing M.S.grills of required
patter to wooden frames of window etc.with M.S.
36 flats at required spacings and frame alround, 46.00 Kg 101.18
square or round bars with round headed bolts and
nuts or by screws or welding (A) Plain Grill.
Providing and fixing window having extruded
aluminum Colour anodized section frame main
outersize 63.50x38.10x1.95mm ,@Wt1.094Kg/Rmt
,horizontal two track member size 61.85 mmx
31.75mm x1.20mm @ wt. of 0.695Kg/mt, vertical
member of size 61.85 mm x31.75 mm x 1.30mm@
wt.of 0.659 Kg/mt with sliding shutters of
37 horizontal member size 40 mm x 18mm x1.29mm 3.00 sqm 1713.70
@wt.of0.456Kg/mt, vertical member of size 40mm
0.457Kg/mt with 5mmthick transparentbronze
colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent
silicon sealant glass fixing to frame as per details
etc complete for window
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
Sub Estimate 03 - GARDEN WORK
No Description QTY UNIT RATE AMOUNT
Excavation for foundation up to 1.5mt. depth
1 including sorting out and stacking of useful 866.00 CMT 117.08
materials and disposing of the excavated stuff
up to 50 meter lead. (A) loose soil
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
2 etc. in layers not exceeding 20cm in depth 763.00 CMT 130.40
consolidating each deposited layer by
ramming & watering.
Providing and laying cement concrete 1:3:6 (1
Cement: 3 Coarse Sand: 6 hand broken stone
aggregates 40 mm nominal size) and finishing
3 smooth with curing complete excluding the 80.00 CMT 4046.22
cost of formwork and excluding the cost of
reinforcement. In foundation and plinth.(upto
Providing and laying controlled cement
concrete M-250 and finishing smooth with
curing etc complete including the cost of
providing formwork with ordinary timber
4 planking but excluding the cost of 14.00 CMT 5147.97
reinforcement for foundations, footings, bases
of column etc. & mass concrete at all heights,
all places, all levels within the site premises as
directed by the Engineer - in - Charge.
Providing and laying controlled cement
concrete M-250 and finishing smooth with
curing etc complete including the cost of
providing formwork with sheeting of steel
5 sheets but excluding the cost of 5.00 CMT 8650.65
reinforcement for columns, pillars, posts,
struts, walls etc. at all heights, all places, all
levels within the site premises as directed by
the Engineer - in - Charge.
Brick work using common burnt clay building
bricks having crushing strength not less than
6 35kg/Sqcm. in Super Structure. In cement 64.00 CMT 5171.15
mortar 1:6 (1 cement : 6 fine sand)
Providing and applying average 15 mm. thick
Cement finished cement plaster in single coat
on fair side of brick, concrete walls for interior
plastering for all floors, at any height and
finished even and smooth in CM 1:4. (1
cement : 4 coarse river sand), including dense
hacking to concrete surface (minimum
hacks of 10-15mm depth per sq.ft),
scaffolding, curing, making grooves (at
7 junction of slab & beam, two different 201.00 SMT 157.17
materials like brick & concrete surfaces,
periphery of openings, below sills, above
lintels, above skirting - horizontally or
vertically), forming pattas including applying
neat cement slurry on RCC Surface etc.
complete as per drawing / specifications and /
or as directed by the Engineer-in-charge. for
all civil, plumbing, electrical & infrastructure
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. The rate shall be
including of providing two coats of primer of
approved brand and manufacturer on new
wall surfaces to give and even shade including
throughly brushing the surface free from
mortar dropping and other foreign matter and
sand papered smooth.
Providing and laying average 65 mm thick IPS,
water proof cement concrete flooring in 1:2:4
(1 Cement : 2 Sand : 4 Graded Aggregate
10mm nominal size) to RCC, under ground
tanks at all heights in line, level and gradient
including mixing water proofing compound of
ConTech Chemicals or equivalent in
recommended proportions as approved by the
Architect and Engineer-in-charge and leaving
the surface rough wired finish to receive any
type of flooring / smooth finish etc complete
including furnishing a guarantee bond for
years. Rate shall be inclusive of curing,
scaffolding etc. as directed.
Providing TMT Fe 500 bar reinforcement for
10 R.C.C. work including bending, binding and 1350.00 Kg 76.22
placing in position complete up to floor two
level. (upto 10 ton).
Providing and laying polished Kota stone slab
flooring over20mm(Average thick base of
cement mortar 1:6 (1-cement:6-coarsesand)or
11 L.M.1.1.5 (1-Lime putty :1.5- coarse sand) laid 24.00 SMT 992.66
over and jointed with grey cement slurry
mixed with pigment to match the shadeof slab
including rubbing and polishing etc. complete.
Providing and fixing pre-cast concrete kerb
stone of gray cement based concrete block
cm length, 30cm height and 15cm thick of
M250 grade concrete as per aprooved design
and including excavation for fixing in proper
line and level, filling the joint with C:M 1:3 (1-
Cement : 3- Fine sand) etc. complete (uptp
Supplying and installing EPDM granules
method teracota made of two layered water
permeable all weather material of 2mm
spread coat top with EPDM granules on
mm in situ poly eurythene bonded rubber
granulate subbase layer of longer life and
13 better UV resistance laid on IPS or PCC surface 83.00 RMT 3085.55
free from paint, wax, grease, oil, dust and dirt.
The item includes cost of material, cleaning of
IPS or PCC surface before installation and
installation of the two layered track with
proper slopes. Preparation of IPS or PCC shall
be paid under relevant item.
Providing and fixing pre-cast Rubber Dye inter
locking concrete block shot blasted 60mm
thick with grade of concrete M200 pnumatic
compressed by mechanically pressed and as
per approved design including 75mm Sand
layer for levelling and filling the joint with
sand in proper line and level etc. including
laying in design and pattern as provided by
the EIC using pavers of different color, shade
and texture and as per sample approved.
Filling in foundation and plinthwith brick Bats
15 Chhara in layers of 20cm. thickness including 149.00 CMT 600.56
watering, remming and consolidating
Design and supply of garden furniture
including Benches, Play Equipments,
16 Dustbins only after the approval and complete
satisfaction of engineer in charge.
16.1 ROTO MINICURVE SLIDE 3 Nos 38050.74
16.2 FRP MINI WAVE SLIDE 3 Nos 21918.01
16.3 TODDLER SWING-triple 3 Nos 26656.93
16.4 JUMBO SPRING RIDER/mini swing 2 Nos 14216.76
16.5 TINY SEE SAW 1 Nos 13032.03
16.6 FOUR SEATER MGR 1 Nos 41465.55
16.7 Hanging Curve 1 Nos 56867.04
Construction Dom/Gazebo upto 6.0 mt dia,
mt height at ground level in ferro cement
structure in accordance to the drawings and
architect's design intent. Rate shall be for a
complete item including all necessary material
such as but not limited to cement, sand, steel,
chicken mesh, weld mesh etc. complete
including necessary labour work such as
binding, welding casting etc. all complete with
requisite scaffolding etc. complete in
accordance to the instruction of architect
and/or engineer - in - charge. The structural
base such as column and foundation for the
dome shall be paid in relevant tender item.
The item shall be measured and paid for a unit
of one sqm of actual area installed with
thickness up to 150 mm. In case of a hollow
structure / shape being formed with ferro
cement than the visible exterior surface area
shall be measured and paid for.
50,000 LL GSR -Rectangular slab Type with
19 Double Side 6 seater Bench 5 Nos 9999.00
20 3 seater Wooden Concrete Bench 5 Nos 5858.00
21 3 seater Ms bench Type-1 5 Nos 9595.00
22 3 seater Ms bench type-2 5 Nos 6161.00
Providing layingand jointing intrue line and
level 15mmdia.U.P.V.C.Pipe(SCH-40) for cold
water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every twometre
C/C or shall be concealedas directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all
Providing layingand jointing intrue line and
level 25mmdia.U.P.V.C.Pipe(SCH-40) for cold
water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every twometre
C/C or shall be concealedas directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all
Providing layingand jointing intrue line and
level 40mmdia.U.P.V.C.Pipe(SCH-40) for cold
water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every twometre
C/C or shall be concealedas directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all
Providing layingand jointing intrue line and
level 50mmdia.U.P.V.C.Pipe(SCH-40) for cold
water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
26 wall with the help of clamp at every twometre 50.00 RMT 195.67
C/C or shall be concealedas directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.
Providing and fixing Gunmetal check or non-
return fullway wheel valve.(A) 15mm dia.
Providing and fixing Gunmetal check or non-
return fullway wheel valve.(C) 25 mm dia.
Providing and fixing Gunmetal check or non-
return fullway wheel valve.(E) 40 mm dia.
Providing and fixing ball cock of approved.
quality as directed.(B) Abonite (ii) 50mm dia.
31 5 Hp sebmerssible pump with All asseceries 1.00 Nos 30300.00
Grasscutting machine Black+Decker 1600W
Electric Lawn Mower BEMW471BH-B1
Filling in foundation and plinth with murrum
33 or selected soil in layers of 20cm. thickness 1824.00 CMT 289.07
including watering, ramming and
consolidating etc. complete.
Providing and laying Parking tiles flooring
over 20mm(Average thick base of cement
mortar 1:6 (1-cement:6-coarses and)laid over
and jointed with grey cement slurry mixed 64.00 SMT 873.65
with pigment to match the shade of including
rubbing and polishing etc. complete. (A)
Storm Water Drain Pipe :-Providing and
supplying & Laying ISI Standard R.C.C.
pipes(of Sulphate Resistig Cement) in standard
lengths of following class and diameter
suitable for either collar joints or rubber ring
joints including all taxes, insurance,
transportation, freight charges, octroi,
inspection charges, loading, unloading,
conveyance to departmental stores, stacking
Providing laying Controlled cement concrete
M-250 and curing complete including the cost
of form work and excluding cost of 3.00 CMT 6578.13
reinforcement for reinforced concrete work in
36 :RCC Slabs & Landings
RCC precast M.H. Frame & Cover
Manufacture, supply & Delivery at store or at
site of work precast RCC M.200 Frame & cover
suitable to Storm Water drainage M.H. and as 10.00 Nos 2294.00
per type design & Drawing including cost of
reinforcement M.S.Angles or Flat, curing mold
37 work etcSize 50 cm x 50 cm
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
Sub Estimate 04 - MIYAWAKI & LANDSCAPPING
Sr No Description QTY UNIT RATE AMOUNT
Construction bed for plantation with miyawaki
method, including all materials, labours
and equipments. materials as per engineer in
Preparation of beds for hedging and shrubbery by
excavating 60 cm deep and trenching the excavated
base to a further depth of 30cm, refilling the excavated
earth after breaking clods and mixing with sludge or
manure in the ratio of 8:1(8 parts of stacked volume of
earth after reduction by 20%:one part of stacked
volume of sludge or manure after reduction by 8%),
flooding with water, filling with earth if necessary,
wateringand finally fine dressing, leveling etc.
including stacking and disposal of materials declared
unserviceable and surplus earth by spreading and
leveling as directed,withina leadof 50m, lift upto 1.5m
complete (cost of sludge,manureor extra earth to be
paid for separately)
2 Supplying and stackingof well decayed cattle manure at
site including royalty and carriage upto 5k.m. lead
complete (Cattle manure measure dinstac ks will
reduced by8% for Payment).
3 Plantation of Trees, Shrubs, and Hedge at site i/c
watering and removal of unserveiceable material’s as
per direction of officer incharge (excluding cast of plant
TREE PLANTATION
4 Providing & planting new plant by Miyawaki
method (fromList) including making trench,
perforator, fertilizer,water retainer,mulching,
planting etc completeas per directed
Digging holes in ordinary soil and refilling the same
with the excavated earth mixed with manure or sludge
in the ratio of 2:1 by volume (2parts of stacked volume
of earth after reduction by 20%:1 part of stacked
volume of manure after reduction by8%)flooding with 925.00 Nos 44.19
water, dressing including removal of rubbish
andsurplusearth, ifany,withall leads and lifts (cost of
manure, sludge or extra good earth if needed to be paid
for separately)
5 Supply of various Tree
5.1 Trees layer upto 18'
Ficus benjamina 12.00 Nos 1818
Terminalia arjuna 12.00 Nos 3535
Ficus religiosa 12.00 Nos 3535
Albizia lebbeck 11.00 Nos 2020
Tectona grandis 12.00 Nos 1111
Mimusops elengi (Maulsri) 12.00 Nos 3535
Delonix regia (Gulmohar) 12.00 Nos 3434
5.2 Trees layer upto 15'
Tamarindus indica 15.00 Nos 808
Azadirachta indica 15.00 Nos 1767.5
Phyllanthus emblica 16.00 Nos 1212
Adansonia digitata 16.00 Nos 9595
Alstonia scholaris 16.00 Nos 1818
Polyalthia longifolia 16.00 Nos 2222
Putranjiva roxburghii 16.00 Nos 2424
5.3 Trees layer upto 10'
Cassia fistula (Amaltash) 40.00 Nos 1212
Tecoma gaudichaudi 42.00 Nos 909
Nyctanthes arbor-tristis(Har singar) 40.00 Nos 353.5
5.4 Trees layer upto 9' to 6'
Caesalpinia pulcherrim 150.00 Nos 252.5
Impatiens 150.00 Nos 227.25
Passiflora caerulea (Rakhi bel) 150.00 Nos 176.75
Mangifera indica 150.00 Nos 328.25
as perv attached Quaotation
6 Grassing with selection No. 1 Doob grass including
watering and maintenance of the lawn for 30 days or
more till the grass forms a thick lawn, free from weeds
and fit for mowing including supplying good earth, if
needed (the grass and good earth shall be paid for
Supplying Grass on Site as per selection of
Engineer in Charge
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
Sub Estimate 05 - COMPOUND WALL
Sr No Description QTY UNIT incl. LC AMOUNT
Demolition of Brick work and stone masonry
including stacking of serviceable materilas and
1 disposal of unserviceable materials with all lead and 46.00 Nos 550.40
lift.(ii) In Cement Mortar.
Removing and scraping of old deteriorated plaster of
any thickness frommwall / R.C.C member including
2 stacking of serviceable material and disposal of 52.01 SMT 19.58
unserviceable from site of work with all lead and lift
Dismentling steel work including distempering and
stacking the materials with all lead and lift.
Boring holes 3.5 m deep in ordinary soil (for cast in
situ piles )and getting out the soil and disposal of the
4 surplus excavated soil as directed with in a lead of 50 85.00 Nos 1524.09
Meter for following diameter of pipes.(iii) 300 mm
Excavation for foundation up to 1.5mt. depth
including sorting out and stacking of useful materials
5 and disposing of the excavated stuff up to 50 meter 59.00 CMT 117.08
lead. (A) loose soil
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers
6 not exceeding 20cm in depth consolidating each 55.00 CMT 130.40
deposited layer by ramming & watering.
Providing and laying cement concrete 1:3:6 (1
Cement: 3 Coarse Sand: 6 hand broken stone
aggregates 40 mm nominal size) and finishing smooth
7 with curing complete excluding the cost of formwork 16.00 CMT 4046.22
and excluding the cost of reinforcement. In
foundation and plinth.(upto 10 ton).
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
including the cost of providing formwork with
ordinary timber planking but excluding the cost of
reinforcement for foundations, footings, bases of
column etc. & mass concrete at all heights, all places,
all levels within the site premises as directed by the
Engineer - in - Charge.
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
including the cost of providing formwork with
9 sheeting of steel sheets but excluding the cost of 10.00 CMT 8650.65
reinforcement for columns, pillars, posts, struts, walls
etc. at all heights, all places, all levels within the site
premises as directed by the Engineer - in - Charge.
Providing and laying controlled cement concrete M-
250 and finishing smooth with curing etc complete
including the cost of providing formwork with
sheeting of steel sheets but excluding cost of
10 reinforcement for sides and soffits of beams, beam 47.00 CMT 6660.95
haunchings, cantiliesrs, copings and lintets not
exceeding 1 m in depth etc. at all heights, all places,
all levels within the site premises as directed by the
Engineer - in - Charge.
Brick work using common burnt clay building bricks
having crushing strength not less than 35kg/Sqcm. in
Super Structure. In cement mortar 1:6 (1 cement :
fine sand) (A) Fly Ash
Providing and applying average 15 mm. thick Cement
finished cement plaster in single coat on fair side of
brick, concrete walls for interior plastering for all
floors, at any height and finished even and smooth in
CM 1:4. (1 cement : 4 coarse river sand), including
dense hacking to concrete surface (minimum
hacks of 10-15mm depth per sq.ft), scaffolding,
12 curing, making grooves (at junction of slab & beam, 272.00 SMT 157.17
two different materials like brick & concrete surfaces,
periphery of openings, below sills, above lintels,
above skirting - horizontally or vertically), forming
pattas including applying neat cement slurry on RCC
Surface etc. complete as per drawing / specifications
and / or as directed by the Engineer-in-charge. for all
civil, plumbing, electrical & infrastructure works.
20 mm. thick sand face Gutkha finish cement plaster
on walls upto 10 meters above ground level
13 consisting of 12 mm. thick backing coat of C.M. 1:3 (1 377.00 SMT 300.66
cement : 3 sand) and 8 mm. thick finishing coat of
C.M. 1:1 (1 cement : 1 sand) etc. complete
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. The rate shall be
14 including of providing two coats of primer of 649.00 SMT 114.54
approved brand and manufacturer on new wall
surfaces to give and even shade including throughly
brushing the surface free from mortar dropping and
other foreign matter and sand papered smooth.
Providing TMT Fe 500 bar reinforcement for R.C.C.
work including bending, binding and placing in
position complete up to floor two level. (upto
Providing, fabricating, assembling, hoisting / erecting
and fixing in position at all heights/all levels/all
floors/all shapes & sizes with all leads & lifts using MS
Rolled Steel Sections, Hollow sections, Tubular
Sections, MS Plates, Chequered Plates etc. all
confirming to latest relevant IS codes for the work of
steel structures (staircases, canopy and similar),
railings, handrail, jali, gates, grills, bracings,
platforms, brackets, monkey ladder, cattle trap,
insert plates, windows, false ceiling frame work,
fencing posts & fencing jali frame work etc. including
straightening, cutting, bending, bolting and welding
the members all as per structural drawings and as per
detailed specifications (for materials & workmanship)
including necessary scaffolding / staging, anchor
fasteners etc. complete in the situations described
hereinafter and comprising of : i) Profile Cutting of
components to required lengths/widths and
shapes/profiles; ii) Smooth grinding / machining of
edges / faces / all welding joints; iii) Necessary
welding (electric arc welding) for required weld
lengths and sizes iv) The fabrication work shall start
only after approval of the fabrication drawings. Any
change required in the fabrication drawings shall be
carried out at no extra cost. Fabrication shall be in a
perfect Architectural workmanship manner and as
provided in Section V & VI of IS 800 & IS 7215. v)
Welding shall be carried out by qualified welders.
vi)Electrodes for welding, the procedure, selection,
test and inspection shall confirm to provisions in IS
816, IS 818, IS 822, & IS 823. vii)Erection / hoisting
shall commence only after approval of fabricated
parts by the Engineer in charge.viii) Necessary
arrangements of templates to keep the foundation
bolts in position, shall be made by contractor without
any extra cost. ix.) The rate shall include for applying
two coats of approved make and shade synthetic
enamel paint over two coat of zinc chromate yellow
oxide as primer, as per instructions.A) Rolled
Sections, Hollow Sections (RHS/SHS/Tube), MS
Plates, MS Insert Plates and embedments,
Foundation Bolts etc. all
Providing and fixing, chain link fencing of 50 x 50 x
g G.I. chain link, width of the fabric shall be as per
drawing with G.I. tension wire at top and bottom, 8 g
and with necessary accessories like nut & bolt etc.
complete. Including the cost of 2 coats of zinc
17 chromate (yellow) and 2 coats of best quality enamel 288.00 SMT 481.77
paint as approved by Architect and Engineer-in-
charge. Cost of vertical post and necessary fixing
arrangement to M.S. post by M.S. flat, Cement
concrete (1:2:4) and shuttering shall be paid
separately as per relevant tender item.
Providing and laying and fixing 25 mm thick
expansion joint by hydro cell semi rigid UV
18 resistance with high performance laminated closed 13.50 SMT 745.52
cell polythene foamjoint filler in sheet foamas
directed, etc. complete
19 MS gate With Pergola as per design 1.00 Nos 124416.85
SANAND NAGARPALIKA
NAME OF PROJECT :-GARDEN DEVELOPMENT AT TP NO-5 FP NO-578 IN SANAND NAGARPALIKA
DOCUMENT: RATE ANALYSIS_AMC OF LANDSCAPING WORKS
No QTY UNIT incl. LC AMOUNT
Maintenance of Tress & Palm
Maintaining the trees by regular watering, weeding, gap filling, proper
staking, removal of unwanted shoots or branches, Manuring (twice a
year, 4 kg Farm yard Manure/ year/Tree) and application of DAP
fertilizer @150 gm/tree/year, shaping pest control and disposing the
garden waste as directed, the shrubs and ground covers by regular
watering, gap filling, forking (quarterly), training and pruning as
required, manuring (twice a year, 5 kg Farm Yard Manure/year/Sq.
mt.) ) and application of DAP fertilizer @150 gm/tree/year, pest
control, weeding, etc so as to keep them in desired condition all the
time, the lawn by regular watering, manuring (twice a year, 5 kg
warm culture manure or castor cake/year/Sq. mt.) and application of
DAP fertilizer @150 gm/tree/year, mowing/pruning (as & when
required) and also providing two persons (watchman/gardener) for
daily basis (working time 5:00am to 11:00pm) so as to keep the garden
in desired condition all the time. All garden inputs, tools, implements
etc. have to be provided by the contractor.
For cleaning and security, provide 1 watch man each in 3 shift (per
shift 8 Hr) & 2 cleaners each in 2 shifts and maintain entire garden and
systems (Civil, electro-mech etc)
Maintenance of Tress & Palm
Maintaining the trees by regular watering, weeding, gap filling, proper
staking, removal of unwanted shoots or branches, Manuring (twice a
year, 4 kg Farm yard Manure/ year/Tree) and application of DAP
fertilizer @150 gm/tree/year, shaping pest control and disposing the
garden waste as directed, the shrubs and ground covers by regular
watering, gap filling, forking (quarterly), training and pruning as
required, manuring (twice a year, 5 kg Farm Yard Manure/year/Sq.
mt.) ) and application of DAP fertilizer @150 gm/tree/year, pest
control, weeding, etc so as to keep them in desired condition all the
AM.2 48.00 months 75168.24
time, the lawn by regular watering, manuring (twice a year, 5 kg
warm culture manure or castor cake/year/Sq. mt.) and application of
DAP fertilizer @150 gm/tree/year, mowing/pruning (as & when
required) and also providing two persons (watchman/gardener) for
daily basis (working time 5:00am to 11:00pm) so as to keep the garden
in desired condition all the time. All garden inputs, tools, implements
etc. have to be provided by the contractor.
For cleaning and security, provide 1 watch man each in 3 shift (per
shift 8 Hr) & 2 cleaners each in 2 shifts and maintain entire garden and
systems (Civil, electro-mech etc)
TOTAL FOR 5 YEARS (12+48=60 Months)
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01_SBD_DTP_garden fp 578.pdf
02-Schedule-B-sanand GARDEN 578.pdf
03.Tender Negotiation.pdf
04.GR.pdf
05._GR TESTING.pdf
06-01_GR_P-1_.pdf
06-02_GR_P-2.pdf
06-03_GR_P-3.pdf
06-04_GR_P-4.pdf
07-DMO 2799 11-Mar-2024 662.pdf
08-BUILDING SPECIFICATON.pdf
09-ROAD SPECIFICATION.pdf
2663_Technical-specification plumbing.pdf
-Itemwise Technical Specification for GARDEN WORK.pdf
make list.pdf
SPECIFICATION of Electrical Work Garden 07 01 26.pdf
tender drawings-compressed.pdf
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