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Tender Value
₹60.1 L
EMD Value
₹61,000
Closing Date
6 Aug 2026, 6:00 pm
Executive Engineer, R and B Division, Himatnagar
Rennovation / Repairing work of ITI Building At Khedbrahma, Ta.- Khedbrahma, Dist.- Sabarkantha
327158
03 of 2026-27
Open
Civil Works - Buildings
Works
Sabarkantha
6 documents required · 6 mandatory
₹2,400
Executive Engineer, R and B Division, Himatnagar
₹61,000
23 Jul 2026
23 Jul 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
1 Excavation for foundation upto 1.50 mt 148.00 122.99 Cum
depth including sorting out and stacking
of useful materials and disposing the
excavated stuff upto 50 mt lead
(A) Loose or soft soil
2 Excavation for foundation for depth from 1.5 26.00 287.47 Cum
m to 3.0 m including sorting out and stacking
of useful materials and disposing off the
excavated stuff upto 50 Meter lead.(C) Hard
3 Filling available excavated earth (excluding 174.00 136.92 Cum
rock) in trenches. plinth, sides of foundations
etc. in layers not exceeding 20 cm. in depth
consolidating each disposited layer by
ramming and watering.
4 Uncoursed Rubble Masonry with hard stone 12.00 2586.61 Cum
of approved quality in foundations and plinth
in Cement Mortar 1:6 (1-cement : 6-coarse
sand including levelling up etc. complete.
5 Providing and laying cement concrete 60.00 2944.96 Cum
1:4:8 (1 cement : 4 coarse sand : 8 B.T.
Crushed stone aggregates 40 mm.
nominal size) and curing complete excluding
cost of from work in :(a) Foundation and
6 Providing T M T. bar reinforcement of Fe- 2475.00 77.29 Kg.
500D for R.C.C. work including bending
binding and placing in position complete up
to All floor Level
7 Providing and laying controlled cement 33.00 6525.61 Cum
concrete M250 and curing complete
including the cost of form work but excluding
the cost of reinforcement for reinforced
concrete work for Slab All floors
8 Brick work using common burnt clay building 47.00 4214.33 Cum
bricks having crushing strength not less than
35 Kg./Sq.Cm. in foundation and plinth in
cement mortar 1:5 ( 1-cement : 5-fine sand )
(B) Conventional (For GF)
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
9 Providing and laying water proofing 345.00 1160.49 Sq.mt.
treatment with china mosaic tiles flooring
over avg 50 mm C.C. 1:2:4 bedding for
maintaining slope for plain and curve surface
& 12 mm to 20 mm of broken piece not
more than 2.5CM of ceramic / glazed tiles (
one for more colour as directed ) to be laid
over cement mortar bedding of C M 1:3 (1
cement : 3 sand ) contain water proofing
materials per bag of cement useas specified
by manufactured and slops to be tempered
to bring mortar up to surface with using white
cement and colour pigment including
rounding of junctions and extending them up
to 15 cm along the wall and curing with
bends any patens or design as per drawing
and cleaning by using oxalic acid etc.
10 Providing and fixing machine cut, free edges, 103.00 2510.86 Sq.mt.
mirror polished Granite stone slab 18 mm
thick for vertical wall/Doors/Windows
Sill,Jams for cladding as per design
including full moulded round inside edge and
laid on 10 mm thick cement mortar 1:3 (
cement: 3 coarse sand) jointed with grey
cement slurry including rubbing and polishing
finishing etc. complete.
11 Providing & fixing Main Door Fixed by Zinc 21.00 3385.52 Sq.mt.
coated hinges with Double shutter of factory
Made & Stamped I.S 12823 Grade one type
one 35mm Thick Solid core Melamine Faced
Three Layered Resin Flushed Door ,Having
Decorative Lamination On Both Sides &
12mm Thick T.W Beading Around The Door
From Novapan Or Equivalent Company
cm long Stainless Steel pipe handle on both
side SS ASIS 304 Grade,SS Stopper
CM,SS Aldrop 30CM both side each shutter,
fixtures & fastenings as directed by Engineer
in Charge, etc. complete.
12 Providing and fixing Louvers in G.I Channel 3.00 2313.91 Sq.mt.
40x32x5mm size And114mm Wide G.I Sheet
Having Thickness of 0.55mm & Weight Not
Less Than 490 Gm/Mtr. Roll Formed to
create 84mm wide Louver snap fixed on
special shaped G.I Channel,Channel shall be
Finished with Powder Coating For Fix
Louvers As Directed By Engineer In Charge.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
13 Providing and fixing Safety Grills of required 1440.00 112.72 Kg.
pattern for windows/door using M.S. polished
bars, Rectangular CRC Pipes of size 50mm
x 30mm x 2mm or Required at required
spacing as per design and hold fast with
coach bolts including one coat of primer and
two coats of matt finished oil painting etc.
14 Providing laying and jointing in true line 20.00 72.65 Rmt
and level 15mm dia. U.P.V.C. Pipe ( SCH-
40) for cold water including fittings make
PRINCE / SUPREME / ASTRAL / FINOLEX
or equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre
C/C or shall be 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.
15 Providing laying and jointing in true line 50.00 91.84 Rmt
and level 25mm dia. U.P.V.C. Pipe ( SCH-
40) for cold water including fittings make
PRINCE / SUPREME / ASTRAL / FINOLEX
or equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre
C/C or shall be 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.
16 Providing laying and jointing in true line and 30.00 148.12 Rmt
level 40 mm dia. U.P.V.C. Pipe ( SCH-40) for
cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or
equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre
C/C or shall be 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.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
17 Providing laying and jointing in true line and 40.00 195.67 Rmt
level 50 mm dia. U.P.V.C. Pipe ( SCH-40) for
cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or
equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre
C/C or shall be 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.
18 Providing & Fixing chormium plated brass 35.00 220.82 No.
half turn flush cock of approved quality
including fixing in pipe line etc comp. (ii)
19 Providing laying and jointing in true line and 40.00 876.11 Rmt
level 110 diameter U.P.V.C. SWR Type B
pipe confirming to IS 13592-1992 with one
end plain and other end socketed with
rubbering, & fitting conforming to ISI 14735-
1999 of approved make for drainage system
pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be
fixed on wall using of PVC clamp of the
size 110 mm diameter x 149 mm length x
145 mm high at every 2000 mm center to
center or shall be concealed in walls as
directed including necessary fittings such as
bends, shoes etc. including testing of pipes
and joints and jointed with adhesive solvent
cement including cost of all materials.
20 Providing laying and jointing in true line and 130.00 834.38 Rmt
level 160 diameter U.P.V.C. SWR Type B
pipe confirming to IS 13592-1992 with one
end plain and other end socketed with
rubbering, & fitting conforming to ISI 14735-
1999 of approved make for drainage system
pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be
fixed on wall using of PVC clamp of the
size 160 mm diameter x 210 mm length x
196 mm high at every 2000 mm center to
center or shall be concealed in walls as
directed including necessary fittings such as
bends, shoes etc. including testing of pipes
and joints and jointed with adhesive solvent
cement including cost of all materials.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
21 Providing and fixing Screw down Quarter 27.00 186.83 No.
turn bib taps of following size (A) Brass
chromium plated screw down Bib tap (I)
mm dia {Plumber, Mark, Esco equivalent
22 Providing & fixing of first quality (ii) Flat Back 7.00 2180.59 No.
washbasin 550 mm x 400mm size. (i) In
white colour. including with approved
sanitary grade material with C.P waste
coupling, waste pipe, 15mm dia Pillar & Stop
Cock of approved brand with connection
15mm dia flexiable pvc pipe etc. complete.
23 Provision and fixing water closet squatting 7.00 1637.21 No.
orissa type W.c. pan size 580mm integral
footrest and 100 mm P or S trap and in
cluding 25 mm dia CP brass flush valve and
GI inle connection etc. comp. (A) Vitreous
china long pattern white or color (Hindustan,
Cera, Parryware or equivalent
24 Provision and fixing water closet squatting 7.00 2011.92 No.
European type W.c. pan integral with P or S
trap and in cluding 25 mm dia CP brass flush
valve and GI inle connection etc. comp. (A)
Vitreous china long pattern white or color
(Hindustan, Cera, Parryware or equivalent
25 Providing and fixing Urinal or approved 20.00 1142.77 No.
quality including conecting the Urinal with
waste pipe , tap etc complete. (A) White
earthenware flat back or corner type size
26 Constructing brick masonry chamber for 1.00 7180.44 No.
underground C.I. Inspection chamber and
bends with bricks having crushing strength
not less than 35Kg/ Cm2 in C.M. 1:5 C.I.
cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg.
(Wt. of cover 23 Kg.) and Wt. of frame 15Kg.
) (R.C.C. top slabe with 1:2:4 mix (1-cement
:2- coarse sand :4-graded stone aggregate
20mm size) foundation concrete 1:5:10
inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating
coat of neat cement on walls and bed
concrete etc. complete.(iii) Inside dimensions
600mm x 850 mm and 450mm deep for pipe
lines with three or more inlets.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
27 Dismentaling Kota &China mosaic tiled of 522.00 49.18 Sq.mt.
stone floors laid in mortar including stacking
of serviceable materilas and disposal of
unserviceable materials with all lead and lift
28 P & L 24" x 24" vitrified 8 mm thick tile 325.00 1311.18 Sq.mt.
flooring over 20 mm (average) base of
ement 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 ointed with color
cement slurry including finised with flush
pointing & cleaning he surface etc. complete
for light shade
29 20 mm. Thick sand faced GUTAKA 148.00 321.10 Sq.mt.
FINISHED cement plaster on walls upto
mt height above ground level consisting of
12 mm. Thick backing coat of c.m. 1:3 (1
cement : 3 sand) and 8 mm. Thick finishing
coat of c.m. 1:1 (1 cement : 1 sand)
including making groove 6 mm wide and
8 mm deep as approved pattern etc.
complete as directed.
30 Providing 15mm thick cement plaster in 256.00 184.78 Sq.mt.
single coat on Rough (Similar)side of single
or half brick walls for interior plastering upto
floor two level and finished even and smooth
in (i) Cement mortar 1:3 (1-cement:3-sand)
31 Providing and fixing pre-cast Rubber Dye / 815.00 706.93 Sq.mt.
steel Dye inter locking concrete block 60mm
thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as
per approved design Confirming to IS
: 2006 including 35 mm Sand layer for
levelling and filling the joint with sand in
proper line and level as per guidlines of IRC :
SP 63-2018 etc. Complete.
32 Finishing wall with weather proof exterior 7726.00 73.75 Sq.mt.
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
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
33 Dismentling doors, windows, ventilators etc. 37.00 257.48 No.
(wood or steel) shutters including chowkhats
architraves, holdfasts and other attachment
etc. complete and stacking them within all
lead and lift.(ii) Exceeding 3 Sq.M. in area.
34 Demolition including stacking of serviceable 18.00 1081.83 Cum
materilas and disposal of unserviceable
materials with all lead and lift. (i) R.C.C. work
35 Providing and fixing FRP frame size 125x65 27.00 2019.98 Sq.mt.
mm and 35mm thick FRP shutter with wood
grain raised panneled design finish shutter
having extra reinforcement on sides & edges
in Gel coat finish. The core of the shutter &
frame is to be filed up with injected
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 fastener sleeve & alluminium
fixtures & fastenings.
36 Providing and fixing in position collapsible 14.00 6110.51 Q.
steel shutters with vertical channels 20 x 10 x
2 mm braced with flat iron diagonals 20 x
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.
37 Steel work, welded in built up sections 22.00 9108.48 Q.
framed work including cutting, hoisting, fixing
in position and applying a priming coat of red
lead paint. (A) In beams and joists, channels
angles Tees, flats, with connecting plates or
angle cleats as in main and cross beams.
Hip and jack rafters, purlins conneted to
common rafters and the like.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
38 Providing and fixing of Ridge flashing for roof 449.00 867.39 Sq.mt.
panel shall be madeout of 0.5 mm thick pre
coated GI sheet . The Precoated sheetshall
be of minimum 240 mpa steel grade
confirming to IS14246:1995 and shall have
zinc coating of minimum 120 gsm asper
IS:277:1992 , 5-7 microns epoxy primer on
both side of thesheet and polyester top coat
15-18 micron. The PPGI Sheet shallhave
plastic protective guard film of minimum
microns toavoid scratches during
transportation. The ridge shall be fixed tothe
steel members by pop rivet or self drilling/self
stitchingfastners @ maximum 450 mm c/c
along length of capping/flashingetc complete
39 Providing and laying polished Kota stone 320.00 1019.00 Sq.mt.
slab flooring over 20mm (Average) thick
base of cement mortar 1:6 (1-cement : 6-
coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 -
coarse sand) laid over and jointed with grey
cement slurry mixed with pigment to match
the shade of slab including rubbing and
polishing etc. complete. (A) 25mm thick
40 Painting two coats oil paint (including priming 970.00 160.74 Sq.mt.
coat) on new steel and other metal surface
with synthetic enamel paint, brushing to give
an even shade including cleaning the surface
of all dirt, dust and other foreign matter.
41 Providing and fixing corrugated fibre cement 864.00 671.65 Sq.mt.
8mm thick roofing sheets roofing up to any
pitch and fixing with polymer-coated J/L
hooks , bolts, nuts, washers, ridge pieces,
cutting and fixing complete as per
specifications and direction of Engineer-in-
42 Providing & fixing Rajor coil wire fencing 375.00 825.17 Rmt
having diameter of 0.75 mt including using of
M.S angle 45x45x6mm as per detail drawing,
fixing in cement concrete M-200 etc
completed with one coat of primer & two
coats of oil paint to M.S angle etc. complete
as directed by engineer in charge.
Description of Item
(with brief specification and reference to Quantity Rate In figures Unit Amount
book of specifications)
43 Providing and fixing Jindal Deluxe 27 mm 50.00 3631.96 Sq.mt.
series or eqivalent Three/two track
Alluminium window with Frame outer top
bottom and side member size 91 x 45 mm
Jindal section no - 21401 , with sliding
shutters of single glass shutter top bottom
& side member size 65 x 28 mm Jindal
section No - 21481 & Inter lock member size
37 x 31.75 mm Jindal section no - 19442 with
5 mm thick transparent bronze colour tinted
float glass for Shutter with Colou Anodized
aluminum Section, Fittings, Fixtures, Rubber
Gasket and transparent silicon sealant glass
fixing to frame as per drawing and instruction
of Engineer - in - charge etc. complete.For
Total Rs.
Rupees Sixty Lakh Eleven Thousand Five Hundred Eighty and Paisa NinetyOne Only
I / We am / are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rate mentioned above. Amount of my /
our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct_________% Below Add_________% Above
Net Rs.__________________ Net Rs.__________________
In words __________________ In words __________________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
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.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.
G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in
R.C.C. items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate mentioned
in all the tender.
5 Dismentalling of Credit materials amounting of Rs. 12500.00 must be recovered from Contractor's
respective R.A. Bill.
Signature of Contractor
Deputy Executive Engineer Executive Engineer
R.& B. Sub Division R.& B. Division
Khedbrahma Himatnagar
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details.html
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2.GR to be attached with DTP_SBD.pdf
GRs - SBD with Index_compressed.pdf
GR - 1.pdf
GR - 2.pdf
GR - 3.pdf
GR - 4.pdf
GR - 5.pdf
BUILDING WORK BOOKLET.pdf
GR - 6 - SBD Change.pdf
BOQ - Rep. Reno. of ITI Building At Khedbrahma.pdf
Details Specification - Rep. Reno. of ITI Building At Khedbrahma.pdf
General Specification.pdf
SBD Book_2023_Rep. Reno. of ITI Building At Khedbrahma.pdf
Special Condition Work.pdf
Specification Index - Rep. Reno. of ITI Building At Khedbrahma.pdf
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