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Tender Value
₹28.9 L
EMD Value
₹29,000
Closing Date
5 Oct 2026, 6:00 pm6d left
Executive Engineer, R & B Panchayat Division Ahmedabad
Const. Of Various Panchayat Ghar Building in Dascroi Taluka Dist. Ahmedabad Package No. AHD/P.Ghar/04 (2026-2027) (Harniyav) Total -1
345947
12/2026-2027
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,500
Executive Engineer, R and B Panchayat Division Ahmedabad
₹29,000
17 Sept 2026
17 Sept 2026
17 Sept 2026
5 Oct 2026
17 Sept 2026
Name of Work :- Const. Of Various Panchayat Ghar Building in Dascroi
Taluka Dist. Ahmedabad Package No. AHD/P.Ghar/04 (2026-2027)
(Harniyav) 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 m. 34.000 Cmt 203.83
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 floors 33.000 Cmt 460.19
incl. watering ramming consolidating and dressing
3 Item No. 3 Providing and laying Cement concrete 20.300 Cmt 2680.21
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 &
4 Item No- 4 Brick work using common burnt clay 14.000 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)
5 Item no- 5 Providing and laying cement concrete 21.800 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
6 Item no- 6 Provi. Providing thermo Mechanically 8348.000 Kg. 76.21
treated bars (TMT bars) confirming to IS 1786 / FE
415 for R.C.C. works including, bending, bindign
and placing in position complete upto floor 2 level.
7 Item no- 7 Half brick masonary in common burnt 27.000 Smt 599.84
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)
8 Item no. 8 Provdg. 10 mm th. Cement plaster in 353.000 Smt 128.86
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 : 3 sand)
9 Item No. 9 20 mm thick sand faced cement plaster 235.000 Smt 300.66
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 1 Sand) Watering curing etc.
10 Item No. 10 Item no. 12 Providing and laying 24” x 103.000 Smt 1189.88
24” Vitrified 8 mm thick Tile flooring over 20 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 light shade.
11 Item No- 11 Providing and laying Vitrified tiles 8 8.000 Smt 1141.45
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 cement slurry
12 Item No. 12 Providing and laying 24” x 24” 38.000 Smt 1397.83
Vitrified 8 mm thick Tile flooring over 20 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 antiskit
13 Item No. 13 : Providing & laying broken china 47.000 Smt 747.29
mosaic flooring for terrace using 12 mm to 20 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 directed.
14 Item No- 14 Provdg. & laying white glazed tiles 6 5.220 Smt 917.25
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
15 Item No- 15 Provdg. & laying white glazed tiles 6 29.000 Smt 1054.67
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
16 Item No- 16 Providing and fixing 35 mm thick 17.000 Smt 5338.30
shutters for Doors, windows and clerestory
windows including Indian teak wood frames 10 cm
x 7 cm. size including anodized alluminium fixtures
and fastenings including primer coat of approved
quality and two coats of oil painting etc, complete.
(iii) Partly panelled
17 Item No. 17 Providingg and fixing extruded 11.000 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 1.29 mm ( of Jindal section No. 8949 @
Wt. of 0.456 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.
18 Item No. 18 Providingg and fixing extruded 3.750 Smt 1713.70
aluminium windows having extruded aluminium
colour anodized section frame main outer size
mm x 38.10 mm x 1.95 mm (of jindal section No.
4605 @ Wt. 1.094 Kg/ mt) horizontal four trak
member size 61.85 mm x 31.75 mm x 1.20 mm (of
jindal section No. 8687@ Wt. 0.695Kg/ mt) vertical
member of size 61.85 mm x 31.75 mm x 1.30 mm
(of jindal section No. 8758 @ Wt.0.0.659 Kg/ mt)
with sliding shutters of horizontal member size
mm x 18 mm x 1.29 mm (of Jindal Section no.
@ wt. of 0.456 Kg/ mt) Vertical member of size
mm x 18 mm x 1.29 mm ( of Jindal section No.
8948 @ Wt. of 0.457 Kg/ mt) Section 8948 @ Wt.
0.457 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.
19 Item No. 19 Providing and fixing standard extruded 1.100 Smt 1175.56
of alluminium section of size 63 mm x 38.10 mm x
1.20 mm (jindal section 2434 @ Wt. 0.643 Kg/mt)
with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as details
etc. complete. For Ventilation.
20 Item No. 20 Applying two coats of Birla or Asian 522.000 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.
21 Item No. 21 Wall painting (Three coats) with plastic 522.000 Smt 79.22
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.
22 Item No. 22 Finishing wall with weather proof 235.000 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.
23 Item No. 23 Provdg. & fixing water closet squatting 3.000 No. 935.36
pna (Indian type W.C. Pan) size 580 mm
(Earthwork, bed concrete, foot rests and trap to be
measured and paid for separately). (A) Vitreous
China :(I) In white colour
24 Item No. 24 Provdg. & fixing 100 mm size P or S 3.000 No. 314.97
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.
25 Item No :- 25 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 550 mm x 400 mm size
(I) In white colour including C.P. Brass west , West
26 Item No. 26 Providing laying and jointing in true 40.000 Mtr. 72.65
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
27 Item No. 27 Providing laying and jointing in true 50.000 Mtr. 91.84
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
28 Item No - 28 Providing & fixing screw down bib 4.000 No. 214.81
taps of following size(A) Brass screw down bib tap
polished bright (ii)20 mm dia
29 Item No- 29 Providing & fixing PVC SWR Nahni 2.000 No. 571.08
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
30 Item No. 30 Provdg. & fixing S.W. Gully trap with 2.000 No. 1292.19
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
mm size P-type.
31 Item no. 31 Provdg. & fixing to wall ceiling and 30.000 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) 110 mm
32 Item no. 32 Provdg. & fixing to wall ceiling and 30.000 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) 110 mm
33 Item No. 33 Construction underground sock well 1.000 No. 22595.72
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. complete
34 Item No. 34 Construction of an under ground 2000.000 Ltr. 9.58
masonry water tank of size 2m X 1.m X 1.m &
litre capacity as per the approved drawing & design
35 Item No. 35 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.
36 Item No. 36 provdg & fixing M.S. grills of required 500.000 Kg. 101.17
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
37 Item No- 37 Painting Two coat (Excl.piming coat) 15.500 Smt 65.31
on previously painted steel & other metal surfaces
with synthetic enamel paint brushing to give an
even shade incl. Cleanig the surface of all dirt, dust
and other foreign matter.
38 Item No. 38 Provdg. & fixing gun metal check or 2.000 No. 420.63
nonreturn full way wheel valve. (C) 25 mm dia.
39 Item no- 39 Providing and fixing pre-cast Rubber 25.000 Cmt 648.84
Dye inter locking concrete block 60 mm thick with
grade of concrete M-150 pnumatic compressed by
mechanically passed and as per approved design
including 75 mm sand layer for levelling and filling
the joint with sand in proper line and level etc.
40 Item no- 40 Point wiring for Light / Bell with 2- 50.000 Point 493.89
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
41 Item No- 41 Point wiring for looped PLUG with 22.000 Point 177.76
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.
42 Item no. 42 Pipe type earthing having 150 cms long 1.000 Each 434.30
and 2.5 cms dia galvanised iron pipe with coupling
and buch burried inspecially prepared earth pit
complete with necessary 8 SWG earth wire.
43 Item No- 43 For using salt and charcoat / coke as 1.000 Each 202.00
required for pipe type earthing.
44 Item no- 44 Approved make ceiling fan with 6.000 Each 1883.65
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
45 Item No- 45 Approved make C.F.L lamp retrofit 4.000 Each 65.65
9/11 watt erected if required cat-II
46 Item no- 46 Plastic encloser fitted with din rail 8.000 Each 622.67
suitable for incorporating one / two nos. MCB
47 Item No.- 47 UGVC Ltd. meter connection charges 1.000 Each 6414.01
48 Item No.- 48 Poswer connection charges from 2.000 Each 5712.56
UGVCL/ GEB incl. in all Estimate charge & meter
connection given by UGVCL/GEB
49 Item No.- 49 Providing &fixing Approved make 2.000 No. 18402.20
Sumercible Horizontal Pump 1.0 HP with
Necessary Switches wiring board etc. completed.
50 Item No.- 50 Providing and Fixing Florect tube ligh 25.000 No. 499.27
fuze, Chawk, Starar of Philips/ Bajaj as approved by
engineer in charge.
51 Item No.- 51 Providing and Fixing Cup-board with 8.000 Smt 11418.26
0.40 to 0.50 mm depth 19mm thick Commercial
play wood for outsides of cupboard and shutters
and full core 1.0mm thick laminate sheet on both
side and inside, self of cup board , polishing on teak
wood border Patti including necessary hardware
where required and fix on wall with screw etc comp.
As per instruction given by engineer in charge
52 Item No- 52 Providing officer Chairmen chair with 8.000 No. 9140.09
arm and rovalving Godrej type brand Beat seres
with High back and seat sliding with up and down
accromodation as approved by Engineer in charge
including all charges
53 Item no- 53 Providing Visitors chair of Neelkamal 32.000 No. 571.25
Brand or equvilant brand as approved by Engineer
in charge including all charges.
54 Item no- 54 Providing Ofiice Table of 0.75 Hight 6.000 Smt 11385.12
with 19 mm thick Plywood on top and vertical
suport and Laminate sheet on Top and all other side
including inside face of Table including making
necessory Drawer,shuter, computer tray,hardware,
border patti and polishing etc comp as per
instruction and drawing given by engineer in charge
55 Item No. 55 Excavation for foundation 1.5 m. to 71.000 Cmt 129.81
3.00mtr depth incl. sorting out stacking of seful
materials and disposing off the excavated stuff upto
50mt lead.(A) Loose or soft soil
56 Item No. 56 Filling available excavated Earth 43.000 Cmt 130.39
(Excluding Rock ) in trench plinth side of
foundation etc. in layer not excluding 20 cm in
depth consolidation each deposited layer by
ramming and watering etc. complete
57 Item no- 57 Providing and laying ordinary cement 8.300 Cmt 8035.36
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 0.12 sq.
58 Item No-58 Brick work using common burnt clay 45.000 Cmt 4286.00
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
59 Item no-59 Providing and laying ordinary Cement 3.000 Cmt 9090.56
concrete 1:1.5:3 (1 Cement 1.5 coarse sand 3 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. (
60 Item no. 60 Providing and laying ordinary cement 17.000 Cmt 8035.36
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 FF and GF Having cross-sectional area
61 Item No- 61 Provdg & laying cement concrete 1.800 Cmt 6921.70
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 reinforcement.
62 Item No-62 Provdg & laying Ordinary cement 31.000 Cmt 7257.51
concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 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 thickness.
63 Item No- 63 Provdg & laying cement concrete 8.000 Cmt 4332.53
1:1.5:3 (1cement : 1.5 coarse sand :3 graded stone
aggregated 20 mm nominal size) and curing
complete excluding cost of form work and
reinforcement for reinforced concrete work in (A)
Foundation, footings, of columns and mass concrete
64 Item No- 64 Provdg & laying Ordinary cement 7.500 Cmt 10968.70
concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 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 0.18 Sqm to 0.08 Sq.M.
65 Item No. 65 Providing 15 mm thick cement plaser 370.000 Smt 176.58
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 .
66 Item No. 66 Providing and Fixing Machine cut, 29.000 Smt 2348.43
free edges, pre mirror polished Granite stone slab
18mm thick (single piece not more than 150 cm )
for Doors/Windows Cill and Jambs cladding as per
design including full molded round front edge and
1 cm nosing and laid on 20 mm thick cement mortar
1:6 ( 1 cement:6 coarse sand) jointed with grey
cement slurry including rubbing and polishing
finishing etc complete.
Rs. Twenty Eight Lacs Ninety Two Thousand Five Hundred Thirty Eight & Paisa Six 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
Ahmedabad Ahmedabad
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