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Tender Value
₹8.3 L
EMD Value
₹8,400
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Const. Community Hall Of Surakshit Ashrya Place at Village Vataman Ta.Bavla Dist. Ahmedabad Package No. AHD/C. Hall/01 (2025-2026) (Vataman) Total -1 (Forth time)
293806
29/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹900
Executive Engineer, R & B Panchayat Division Ahmedabad
₹8,400
4 Apr 2026
4 Apr 2026
4 Apr 2026
11 May 2026
4 Apr 2026
Name of Work :- Const. Community Hall Of Surakshit Ashrya Place at
Village Vataman Ta.Bavla Dist. Ahmedabad Package No. AHD/C. Hall/01
(2025-2026) (Vataman) Total -1
Memorandum Showing items of Works to be Carried out
Sr. Item of Work Quantities Unit Tender Total
No. estimated RatesIn Amount
but may Figures According to
be more Rs.P.S. Estimated
or less Quantities
1 Item No. 1 Excavation for foundation upto 1.5 31.610 Cmt 203.83
m. depth incl. sorting out stacking of seful
materials and disposing off the excavated stuff
upto 50mt lead.(A) Loose or soft soil
2 Item No. 2 Filling in plinth with sand under 19.010 Cmt 460.19
floors incl. watering ramming consolidating and
dressing etc.comp.
3 Item No. 3 Providing and laying Cement 11.990 Cmt 2849.16
concrete 1:4:8 (1 cement:4 coarse sand:8 Graded
Stone Agg. 40 mm nominal Size ) & Quaring etc.
complete. Excluding cost of form work in
(A)Foundation & Plinth
5 Item No- 4 Brick work using common burnt clay 17.190 Cmt 4021.02
building bricks having crushing strength not less
than 35 kg/ sq. C.M. In foundation and plinth in
cement mortar 1:6 ( 1cement : 6 fine sand)
6 Item no- 5 Providing and laying cement concrete 1.660 Cmt 4046.21
1:3:6 (1 cement : 3 coarse sand : 6 crushed stone
aggregates 20 mm nominal size) and curing
complete including cost of form work in (A)
Wall caps/copings.
7 Item No- 6 Brick work using common burnt clay 23.430 Cmt 4061.21
building bricks having crushing strength not less
than 35 kg/ sq. C.M. In foundation and plinth in
cement mortar 1:6 ( 1cement : 6 fine sand) in
super structure
8 Item no- 7 Providing and laying ordinary Cement 1.180 Cmt 9146.35
concrete 1:1.5:3 (1 Cement 1.5 coarse sand
graded stone agg. 20 mm nominal size) for RCC
lintel including finishing smooth with curing etc.
complete includiong the cost of formwork but
excluding the cost of reinforcement.
9 Item no. 8 Providing and laying ordinary cement 3.200 Cmt 8090.48
concreate 1:1.5:3 (1 Cement : 1.5 coarse sand :
graded stone aggregates 20mm nominal size) and
curing complete Including cost of form work in
(i) Beam Having cross-sectional area 0.08 to
10 Item No- 9 Provdg & laying cement concrete 0.720 Cmt 6977.53
1:1.5:3 (1cement : 1.5 coarse sand 3 graded stone
aggragate 20 mm nominal size) for reinforced
concrete chhajjas not exceeding 10 cm.
Thickness upto floor two level including
finishing the exposed surfaces with cement
mortar 1:3 (1 cement : 3 fine sand) to give a
smooth and even surface centering and form
work and curing complete excluding cost of
11 Item No- 10 Provdg & laying Ordinary cement 4.050 Cmt 7313.74
concrete 1:1.5:3 (1cement : 1.5 coarse sand
graded stone aggragate 20 mm nominal size) and
finishing the smooth with curing etc. complete
including the cost of formwok but excluding the
cost of reinforcement for RCC work in (II) slabs
having more than 10 cm and upto 13 cm
12 Item No- 11 Construction brick masonary 1.000 Cmt 2932.93
chamber for underground C.I. Inspection
chamber and beds with bricks having crushing
strength not less 35 Kg.Sq/Cm.2 in C.M.1:5 C.I.
cover wtih frame (Light duty) 455 x 610 mm mm
internal diamensions Total Wt. of cover with
frame to be not less than 38 Kg. (Wt.of cover
Kg. and wt. fof rame 15 Kg.s RCC top slab with
1:2:4 mix foundation concrete 1:5:10 inside
plaster plaster 15 mm th. with C.M.1:3 finished
smooth with a floating coat of neat cement on
walls and bed concrete (i) Inside Dimension
455mm X 610mm and 450mm deep for single
pipe line (upto 10 tone)
13 Item No- 12 Provdg & laying Ordinary cement 4.770 Cmt 11024.53
concrete 1:1.5:3 (1cement : 1.5 coarse sand
graded stone aggragate 20 mm nominal size) and
finishing the smooth with curing etc. complete
including the cost of formwok but excluding the
cost of reinforcement for RCC work in (II)
COLUMNS (i) Having cross sectional area
14 Item no- 13 Provi. Providing thermo 1489.640 Kg. 67.26
Mechanically treated bars (TMT bars)
confirming to IS 1786 / FC 415 for R.C.C. works
including, bending, bindign and placing in
position complete upto floor 2 level.
15 Item no- 14 Half brick masonary in common 2.210 Smt 599.84
burnt clay building bricks having
crushingstrength not less than 35kg/Sq.Cm in
cement mortar 1:4 (1 cement ::4 coarse sand) in
foundation and plinth (B) Conventional
16 Item No. 15 Providing 15 mm thick cement 99.150 Smt 224.79
plaser in single coat on brick/ concrite wllas for
interiar plastering up to floor two lecel finished
even & smooth in (II) cement mortar (l cement :
3 sand) Including finishing with a floating coat
of neat cement slurry .
17 Item no. 16 Provdg. 10 mm th. Cement plaster 44.290 Smt 128.86
in single coat on brick/concrete walls for interior
plastering up to floor two level & finished even
& smooth in (1) cement mortar 1:3 (1 cement :
18 Item No. 17 20 mm thick sand faced cement 119.660 Smt 300.66
plaster on walls upto height 10 meters above
grouund level consisting of 12 mm thick backing
coat of C.M.1:3 (1 Cment : 3 sand) and 8 mm
thick finishing coat of C.M.1:1 (1 Cement
Sand) Watering curing etc. comple.
19 Item No. 18 Item no. 12 Providing and laying 24” 29.570 Smt 1189.88
x 24” Vitrified 8 mm thick Tile flooring over
mm (Avg) base of C.M. 1:6 on new surface or
fixing on Extg. Flooring by adhasive material
incl. Dismentalling of extg. Flooring & jointed
with colour cement slurry finished with flush
pointing & cleaning the surface etc. complete for
20 Item No- 19 Providing and laying Vitrified tiles 3.140 Smt 1141.45
8 to 10 mm thick in skrting risers of steps and
dedo on 10 mm thick cement plaster 1:3 (1
Cement 3 coarse sand) and jointed with white
22 Item No. 20 : Providing & laying broken china 29.690 Smt 747.29
mosaic flooring for terrace using 12 mm to
mm broken places of glazed tiles to be laid over
cement morter 1:3 in plain or slope and to be
tempered to bring mortar crème out up to surface
using white cement including rounding off
junction and extending them up to 15 cm along
thee well cleaning with water and oxalic acid as
23 Item No- 21 Provdg. & laying white glazed tiles 6.280 Smt 917.25
6 mm th. In flooring, treads of steps & landings
laid on a bed of 12 mm th. Cement mortar 1:3
(1cement : 3 coarsesand finished with flush
pointing in white cement.
24 Item No- 22 Provdg. & laying white glazed tiles 19.440 Smt 1054.67
6 mm th. In flooring, treads of steps & landings
laid on a bed of 10 mm th. Cement mortar 1:3
(1cement : 3 coarsesand finished with flush
pointing in white cement.
26 Item No- 23 Providingg and fixing extruded 9.360 Smt 1583.95
aluminium windows having extruded aluminium
colour anodized section frame main outer size
mm x 24 mm x 1.17 mm (of jindal section No.
2459 @ Wt. 0.738 Kg/ mt) horizontal four trak
member size 92 mm x 31.75 mm x 1.30 mm (of
jindal section No. 8688@ Wt. 1.07Kg/ mt)
vertical member of size 92 mm x 31.75 mm x
1.50 mm (of jindal section No. 8933 @ Wt.1.06
Kg/ mt) with sliding shutters of horizontal
member size 40 mm x 18 mm x 1.29 mm (of
Jindal Section no. 8947 @ wt. of 0.456 Kg/ mt)
Vertical member of size 40 mm x 18 mm x
mm ( of Jindal section No. 8949 @ Wt. of
Kg/ mt) with 5 mm thick transparent bronze
colour tinted float glass with powder coated
aluminium silicon sealant glass fixing to frame as
per details etc. complete.
27 Item No- 24 Providing and fixing single shutter 5.670 Smt 4027.88
flush door with standard alluminium colour
anodized hollow section frame approved shade
& colours & rectengluar tube shape main frame
of jindal section No. 4656 of the size 101.60 mm
x 44.75 mm x 1.63 mm having weight 1.089 kg
per metre filled with country wood 35 mm thick
flush door laminated both side with 0.8 mm thick
lamination of the make sunmica / Decolam
formica or equivalent lamination, using U type
alluminium beading around door, three nos of
stainless steel hinges for shutter of required size
fixtures fastenings & all other hardware fixtures
and fastenings like handles, stopper, aldrap tadi,
shall be of stainless steel of approved quality &
size directed by Engineer in charge etc.
28 Item No. 25 Providing & fixing urinal of 1.000 No. 1036.27
approved quality including connecting the urinal
with waste pipe trap etc.
29 Item No. 26 Applying two coats of Birla or Asian 120.860 Smt 40.59
acrylic lapy (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 otheer
foreeign matter and sand papered smooth.
30 Item No. 27 Wall painting (Three coats) with 120.860 Smt 79.22
plastic emulsion paint of approved brand and
manufacture on undercoraed wall surfaces to
give an even shade incl. thoroughly brushing the
surface free from mortar dropings and other
foreign matter and sand papered smooth.
31 Item No. 28 Finishing wall with weather proof 119.660 Smt 114.53
exteriod emulsion paint on wall surface (Two
coats) to give an required shape even shade after
thoroughly brushing the surface to reemove all
dirt and remains of loose powdered materials etc.
32 Item No. 29 Provdg. & fixing water closet 2.000 No. 935.36
squatting pna (Indian type W.C. Pan) size
mm (Earthwork, bed concrete, foot rests and trap
to be measured and paid for separately). (A)
Vitreous China :(I) In white colour
33 Item No. 30 Provdg. & fixing 100 mm size P or 2.000 No. 314.97
S trap for water closet squatting pan incl. Jointing
the trap with the pan & soil pipe in cement mortar
1:1 ( 1 cement : 1 fine sand) (A) Vitreous China.
34 Item No :- 31 Procdg. & fixing wash basin with 2.000 Rmt 1836.79
single hole for pillar tap with C.I. or M.S.
brackets painted white incl. Cutting holes and
making good the same but excluding fittings. (A)
Vitreous China : (II) Flat back washbasin
mm x 400 mm size (I) In white colour including
C.P. Brass west , West pipe, Stop tap
35 Item No. 32 Providing laying and jointing 20.000 Mtr. 72.65
in true line and level UPVC pipe (SCH-40)
of following dia. Including fittings of
standard make as approved by Engineer in
charge pip[e shall be fixed on the wall with
the help of clamp at every 2000 mm center to
center or shall be concealed as directed
including necessary fittings etc. cincluding
testing of pipe and joints and fixing the same
with adhesive solvant, including cost of all
materials (A) 15 mm
36 Item No. 33 Providing laying and jointing 30.000 Mtr. 91.84
in true line and level UPVC pipe (SCH-40)
of following dia. Including fittings of
standard make as approved by Engineer in
charge pip[e shall be fixed on the wall with
the help of clamp at every 2000 mm center to
center or shall be concealed as directed
including necessary fittings etc. cincluding
testing of pipe and joints and fixing the same
with adhesive solvant, including cost of all
materials (C) 25 mm
37 Item No - 34 Providing & fixing screw down bib 3.000 No. 214.81
taps of following size(A) Brass screw down bib
tap polished bright (ii)20 mm dia
38 Item No- 35 Providing & fixing PVC SWR 3.000 No. 571.08
Nahni trap Is 14735 for drain 100 mm diameter
with jali of the following nominal diameter of
self cleansing design with CI scread down or
hinged grating including the cost of cutting and
making good the walls.
39 Item No. 36 Provdg. & fixing S.W. Gully trap 2.000 No. 1292.19
with C.I. grating brick masonary chamber &
water tight C.I. cover with frame of 300 mm x
300 mm size (inside) with standard weight (A)
100 mm x 100 mm size P-type.
40 Item no. 37 Provdg. & fixing to wall ceiling and 20.000 Rmt 277.43
floor 10.0 kg.F/cm2 (UPVC) working pressure
polythelene pipes of the following outside dia,
low density, complete with special flange
compressiong type fittings, wall clips etc. incl.
Making good the wall ceiling and floor.(A)
41 Item no. 38 Provdg. & fixing to wall ceiling and 20.000 Rmt 336.24
floor 6.0 kg.F/cm2 (UPVC) working pressure
polythelene pipes of the following outside dia,
low density, complete with special flange
compressiong type fittings, wall clips etc. incl.
Making good the wall ceiling and floor.(A)
42 Item No. 39 Construction underground sock well 1.000 No. 30484.91
1.50 m diameter & 3 mt in depth with Honey
comb Brick masonary having crushing stg. Not
less than 35 Kg/ sqmt in C.M. 1:5, 0.35 m thick
at bottom 1.50 mt & 0.23 mt thick 1.00 m of
honey comb masonary and 0.23 m thick 0.50 m
Ht at top level RCC 1:2:4 slab 0.10 m thick of top
including inspection gap 0.60 m x 0.45 m and
cover Ready made F.R.c. cover whole work as
per instruction of Engineer in charge etc.
43 Item No- 40 Providing cement vata (10x10 17.300 Rmt 23.68
cm.size quarter round in C.M.1:1 including neat
cement finishing watering etc, complete.
44 Item No. 41 Providing & fixing double coated 1000.000 Ltr. 3.95
Syntex or equivalent PVC (ISI) water tank or
required capacity each with all necessary fittings
and connection etc. complete on terrace.
45 Item No. 42 provdg & fixing M.S. grills of 187.200 Kg. 101.17
required pattern to wooden frames of window
etc. with M.S. flats at required spacings and
frame alround, square or round bars with round
headed bolts and nuts or by screws (A) plain grill
47 Item No. 43 Provdg. & fixing gun metal check 2.000 No. 420.63
or nonreturn full way wheel valve. (C) 25 mm
49 Item no- 44 Point wiring for Light / Bell with 2- 35.000 Point 467.63
1.5 sq.mm & earthwire of 1.5 sq.mm (Green)
both are of ISI marked 1.1 KV grade FRLS PVC
insulated multistrand copper wires, in following
type of pipe to be erected concealed in/ on
surface on wall/ceiling complete with 6A
Modular type switch / bell push & accessories
and earth continuity of following type, erected
on PVC / Metallic box, single mounting base
frame covered with textured/metallic front plate
modules erected on / in wall / ceiling as per pipe
erected, with necessary Lamp holder/ceiling rose
/ H.D.Connector as directed. CAT- III
50 Item No- 45 Point wiring for looped PLUG with 25.000 Point 167.66
tissino type single pole ISI marked 6 A. switch
and 6 A socket erected with necessary
connections erected on polished wooden block /
Metal / PVC box covered with 3 mm. thick
laminated sheet for open / concealed wiring.
51 Item no. 46 Pipe type earthing having 150 cms 1.000 Each 434.30
long and 2.5 cms dia galvanised iron pipe with
coupling and buch burried inspecially prepared
earth pit complete with necessary 8 SWG earth
52 Item No- 47 For using salt and charcoat / coke as 1.000 Each 202.00
required for pipe type earthing.
53 Item no- 48 Approved make ceiling fan with 13.000 Each 1717.00
condenser A.C. 230 V50 Cys.1200 mm. sweep
complete canopy and 30 Cms. down rod
resistance type regulator erected on existing hook
or clamp with 24/0.2 flat 3 core flexiblewire with
earthing fan approved by Engineer in charge
54 Item No- 49 Approved make C.F.L lamp 22.000 Each 65.65
retrofit 9/11 watt erected if required cat-II
55 Item no- 50 Plastic encloser fitted with din 4.000 Each 60.60
rail suitable for incorporating one / two
56 Item No.- 51 UGVC Ltd. meter 1.000 Each 5670.14
connection charges
57 Item No.- 52 Poswer connection charges 1.000 Each 5050.00
from UGVCL/ GEB incl. in all Estimate
charge & meter connection given by
58 Item No.- 53 Providing &fixing 1.000 No. 15331.80
Approved make Sumercible Horizontal
Pump 1.0 HP with Necessary Switches
wiring board etc. completed.
59 Item No.- 54 Providing & fixing Florcat 25.000 No. 441.37
tube light fuze , chawk, Statar of Philips /
Bajaj as approved by Engineer in charge.
Rs. Eight Lacs Thirty One Thousand Two Hundred Ninety Eight & Paisa Five Only
I/We am / are wolling to carry out the work at
wrriten in figures and words) of the estimated rate mentioned above. Amount of my/ our tender works
*Estimated Amount *Estimated Amount
(* Please strike out whichever is not applicable.)
Notes 1 - All work shall be carried out as per Public Works Department Handbook and other
specifications of Division or as directed.
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Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last
column should be struck by the contractor under his signature.
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Deputy Executive Engineer Executive Engineer
R & B Panchayat Sub Division R & B Panchayat Divisions
Dholka Ahmedabad
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