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Tender Value
₹10.1 L
EMD Value
₹10,100
Closing Date
5 Jun 2026, 6:00 pmDue today
Executive Engineer, R & B Panchayat Division Ahmedabad
Const. Of Singarva-2 Anganwadi Building in Dascroi Taluka Dist. Ahmedabad Package No. AHD/ANGWNADI/01 (2026-2027) (Singarva-2 ) Total -1
309490
02/2025-2026
Open
Civil Works - Buildings
Ahmedabad
6 documents required · 6 mandatory
₹900
Executive Engineer, R & B Panchayat Division Ahmedabad
₹10,100
29 May 2026
29 May 2026
29 May 2026
5 Jun 2026
29 May 2026
Name of Work :- Const. Of Singarva-2 Anganwadi Building in Dascroi
Taluka Dist. Ahmedabad Package No. AHD/ANGWNADI/01 (2026-2027)
(Singarva-2 ) 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 77.000 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 24.000 Cmt 460.19
floors incl. watering ramming consolidating and
dressing etc.comp.
3 Item No. 3 Providing and laying Cement 9.100 Cmt 2800.55
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
4 Item No. 4 Filling available excavated Earth 60.000 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
5 Item No- 5 Brick work using common burnt clay 7.800 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- 6 Brick work using common burnt clay 18.000 Cmt 4295.99
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
7 Item no- 7 Providing and laying ordinary Cement 0.410 Cmt 9090.56
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.
8 Item no. 8 Providing and laying ordinary cement 12.400 Cmt 8963.56
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
9 Item No- 9 Provdg & laying Ordinary cement 13.500 Cmt 7257.91
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
10 Item No- 10 Provdg & laying cement concrete 2.200 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
11 Item No- 11 Provdg & laying Ordinary cement 3.000 Cmt 12151.92
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
12 Item no- 12 Provi. Providing thermo 2270.000 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.
13 Item no- 13 Half brick masonary in common 12.000 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
14 Item No. 14 Providing 15 mm thick cement 150.000 Smt 176.58
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 .
15 Item no. 15 Provdg. 10 mm th. Cement plaster 60.000 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 :
16 Item No. 16 20 mm thick sand faced cement 125.000 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.
17 Item No- 17 Providing and laying Vitrified tiles 3.400 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
18 Item No. 18 Providing and laying 24” x 24” 45.000 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
19 Item No. 19 : Providing & laying broken china 44.000 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
20 Item No- 20 Provdg. & laying white glazed tiles 30.500 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.
21 Item No- 21 Providing and Fixing Door having 5.800 Smt 6943.75
granite frame flat edge polished with standard
extruded coloured anodized aluminum section
frame outer size 127mm * 38.1mm * 1.35mm
(weight 1.384 Kg/rmt) side hung Double shutter
having factory fabricated std.actory made 50 mm
thick flush door both side laminated with S.S.
Handle size 60 cm long. and SS fixtures &
fasnings. as per details colour and pattern
approved by architech including necessary
stainless steel fixtures and fastenings. etc.
22 Item No. 22 Providingg and fixing extruded 4.800 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.
23 Item No. 23 Providing and Fixing Machine cut, 8.540 Smt 2089.19
frece edges, pre mirror polished Granite stone
slab 18mm thick (single piece not more than
cm) for Doors/Windows Cill and Jambs cladding
as per design including full molded round front
edge and I em 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 ete complete.
24 Item No. 24 Providing and fixing standard 3.160 Smt 1175.56
extruded 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.
25 Item No. 25 Applying two coats of Birla or 210.000 Smt 40.59
Asian 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.
26 Item No. 26 Wall painting (Three coats) with 210.000 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.
27 Item No. 27 Finishing wall with weather proof 125.000 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.
28 Item No. 28 Provdg. & fixing water closet 1.000 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
29 Item No. 29 Provdg. & fixing 100 mm size P or 1.000 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.
30 Item No :- 30 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
31 Item No. 31 Providing laying and jointing in 15.000 Mtr. 72.65
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
32 Item No. 32 Providing laying and jointing in 10.000 Mtr. 91.84
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
33 Item No - 33 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
34 Item No- 34 Providing & fixing PVC SWR 1.000 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.
35 Item No. 35 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.
36 Item no. 36 Provdg. & fixing to wall ceiling and 10.000 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)
37 Item no. 37 Provdg. & fixing to wall ceiling and 10.000 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)
38 Item No. 38 Construction underground sock well 1.000 No. 17048.80
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.
39 Item No. 39 Providing & fixing double coated 500.000 Ltr. 3.95
Syntex or equivalent PVC (ISI) water tank or
required capacity each with all necessary fittings
and connection etc. complete on terrace.
40 Item No. 40 provdg & fixing M.S. grills of 265.000 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
41 Item No- 41 Painting Two coat (Excl.piming 26.330 Smt 65.31
coat) 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.
42 Item No. 42 Provdg. & fixing gun metal check 2.000 No. 420.63
or nonreturn full way wheel valve. (C) 25 mm
43 Item no- 43 Providing and fixing pre-cast 11.200 Cmt 686.90
Rubber Dye inter locking concrete block 60 mm
thick with grade of concrete M-200 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. complete.
44 Item no- 44 Point wiring for Light / Bell with 2- 8.000 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
45 Item No- 45 Point wiring for looped PLUG with 2.000 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.
46 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
47 Item No- 47 For using salt and charcoat / coke as 1.000 Each 202.00
required for pipe type earthing.
48 Item no- 48 Approved make ceiling fan with 2.000 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
49 Item no- 49 Plastic encloser fitted with din rail 2.000 Each 60.60
suitable for incorporating one / two nos. MCB
50 Item No.- 50 UGVC Ltd. meter connection 1.000 Each 5670.14
51 Item No.- 51 Poswer connection charges from 1.000 Each 5050.00
UGVCL/ GEB incl. in all Estimate charge &
meter connection given by UGVCL/GEB
52 Item No.- 52 Providing &fixing 0.5 HP 1.000 No. 5000.00
Submercible pump of approved make etc.
53 Item No.- 53 Bala Painting the whole Building 1.000 Job 10000.00
with oil paints with different kind of picturea sd
approved by EIC
54 Item No.- 54 Applying general insecticide pest 63.000 Smt 89.28
control treatment to floors cupboards etc
including labour materilas etc. complete using
Imidaclopried 30.5 SCs per IS 6313 Part-II
(0.075 % concentration by mass
Rs. Ten Lacs Eight Thousand Three Hundred Eighty Two & Paisa Thirty Nine 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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