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Tender ID
Tender Value
₹9.8 L
EMD Value
₹9,900
Closing Date
24 Feb 2026, 7:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Tapi
New Gujarat Pattern 2025-26 Construction of Aanganwadi Kendra at Village Songadh-4 Ta. Songadh Di.Tapi
277723
29 OF 2025-26
Open
Civil Works - Buildings
Works
Tapi
6 documents required · 6 mandatory
₹900
Yes
Executive Engineer, Panchayat (R&B) Division, Tapi-Vyara
₹9,900
Yes
17 Feb 2026
17 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
NAME OF WORK :- Construction of Aanganwadi Kendra at Vilage Songadh-4 Ta.Songadh Di. Tapi
BILL OF QUANTITY.
Percentage Rate Tender
It. Quantity Unit Amount
No. Description of Item (with brief Specification and reference to Rate In
book of specifications) Figures
1 Excavation for foundation upto 1.5 m depth including sorting out 22.35 Cum. 262.52
and stacking of useful materials and disposing off the excavated stuff
upto 50 Meter lead.(C) Hard Murrum
2 Excavation for foundation for depth from 1.5 m to 3.0 m including 3.69 Cum. 291.10
sorting out and stacking of useful materials and disposing off the
excavated stuff upto 50 Meter lead. (D) Soft rock not requiring
3 Filling available excavated earth (excluding rock in trenches plinth, 10.42 Cum. 133.66
slides of foundations etc. in layers not exceeding 20 cm in depth
consolidating each deposited layer by ramming and watering)
4 Filling in foundation and plinth with murrum or selected soil in 11.58 Cum. 296.30
layers of 20cm thickness including watering ramming and
consolidating etc. complete
5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 0.71 Cum. 3786.47
sand : 4- graded stone aggregates 20 mm nominal size) and curing
complete excluding cost of formwork in (A) Foundation and Plinth
(more than 10 ton)
6 Providing and laying controlled cement concrete M.250 and curing 3.68 Cum. 4690.34
complete the cost of formwork but excluding reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete. (more than
7 Providing and laying controlled cement concrete M-250 and curing 1.13 Cum. 8848.12
complete including the cost of form work but excluding cost of
reinforcement for reinforced concrete work for Column upto plinth
8 Providing and laying controlled cement concrete M.250 and curing 2.13 Cum. 6412.67
complete the cost of formwork but excluding reinforcement for
reinforced concrete work in (D) Columns, Pillars posts and struts,
upto floor two level. (more than 10 ton
9 Brick work using common burnt clay building brick having crushing 0.92 Cum. 4121.55
strength not less than 35 kg/sq. cm. in foundation and plinth in
cement mortar 1:6 ( 1 Cement: 6 fine sand) (B) Conventional
10 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 2.10 Cum. 3786.47
sand : 4- graded stone aggregates 20 mm nominal size) and curing
complete excluding cost of formwork in (A) Foundation and Plinth
(more than 10 ton)
11 Providng TMT bars renforcement of FE 500/500D for R.C.C. work 3099.42 kg 77.29
including bending binding and placing in position complete for all
12 Providing and laying controlled cement concrete M.200 and curing 1.91 Cum. 8742.41
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (D) Columns, Pillars posts and struts,
upto floor two level. (more than 10 ton) GF
13 Providing and laying controlled cement concrete M.200 and curing 2.29 Cum. 8825.38
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (D) Columns, Pillars posts and struts,
upto floor two level. (more than 10 ton) FF
It. Quantity Unit Amount
No. Description of Item (with brief Specification and reference to Rate In
book of specifications) Figures
14 Providing and laying controlled cement concrete M.200 and curing 2.19 Cum. 7061.36
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (C) Slabs, landing, shelves, Balconies,
Lintels, Beams, Girders and Cantilever upto floor two level. (more
than 10 ton) GF
15 Providing and laying controlled cement concrete M.200 and curing 1.79 Cum. 6797.30
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (C) Slabs, landing, shelves,Balconies,
Lintels, Beams, Girders and Cantilever upto floor two level. (more
than 10 ton) FF
16 Providing laying controlled cement concrete M 200 R.C.C lintel 0.09 Cum. 9469.46
including finishing smooth with,curing etc. complete including the
cost of formwork but excluding the cost of reinforcement GF
17 Providing laying controlled cement concrete M 200 R.C.C lintel 0.06 Cum. 9510.72
including finishing smooth with,curing etc. complete including the
cost of formwork but excluding the cost of reinforcement FF
18 Providing and laying controlled cement concrete M.200 and curing 3.26 Cum. 7083.13
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (C) Slabs,landing,shelves,Balconies,
Lintels, Beams, Girders and Cantilever upto floor two level. (more
than 10 ton) GF
19 Providing and laying controlled cement concrete M.200 and curing 2.81 Cum. 7124.54
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (C) Slabs,landing,shelves,Balconies,
Lintels, Beams, Girders and Cantilever upto floor two level. (more
than 10 ton) FF
20 Providing and laying Controlled Cement Concrete M 200 and curing 1.48 Cum. 7847.00
complete including the cost of formwork but excluding the cost of
reinforcement for reinforced concrete work in R.C.C. Stair Cases
21 Brick work using common burnt clay building brick having crushing 12.12 Cum. 4403.40
strength not less than 35 kg/sq. cm. in foundation and plinth in
cement mortar 1:6 ( 1 Cement: 6 fine sand) (B) Conventional GF
22 Brick work using common burnt clay building brick having crushing 13.48 Cum. 4685.25
strength not less than 35 kg/sq. cm. in foundation and plinth in
cement mortar 1:6 ( 1 Cement: 6 fine sand) (B) Conventional FF
23 Providing and laying Machine cut, Free edges, Machine polished 6.84 Sqmtr 2264.53
Granite stone slab 18 mm thick Single Piece For doors and
Windows Cill and Jambs Cladding as per design including Full
moulded Round front edge and 1 cm nosing and laid on 20 mm
thick cement mortar 1:6 (1 cement : 6 coarse sand) and jointed with
gray cement slurry including rubbing and polishing etc. complete
It. Quantity Unit Amount
No. Description of Item (with brief Specification and reference to Rate In
book of specifications) Figures
24 Providing and fixing 35mm thick factory made moulded door shuter 5.67 Sqmtr 2152.31
consisting of solid core single/two leaf flush door of 30mm
thickness, lipped with 15mm (5mm x 3) thick x 30mm width on one
stiles and top rail and 10mm (5mm x 2) thick x 30mm width on the
other stiles and bottom rails. The inner panel laminated with 2mm
thick termite proof, water proof and fire resistant moulded PVC
sheet with 2,4,6 raised panel design in different plain and /or prelim
colours on one side after routing the moulded design on flush door
and 2mm plain and/or prelim PVC sheet on other side using rubber
adhesive on flush door and solvent cement adhesive on the PVC
liping etc. complete as per direction of Engineer in charge,
manufacture’s specification and drawing.
25 Providing and fixing window having extruded aluminum Colour 2.88 Sqmtr 1583.96
anodized section frame main outer size 95mm x 24mm x 1.17mm @
wt.of 0.738 Kg/mt , horizontal Three track member size 92mm x
31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size
92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters
of horizontal member size 40 mmx18mm x1.29mm @ wt.of
Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of
0.456Kg/mt/ with 5 mm thick transparent bronze colour tinted float
glass with powder coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame as per details etc
26 Providing & fixing M.S. grill / M.S. door of required pattern to 717.95 kg 169.68
wooden frames of windows/ brick masonry with necessary M.S.
angle, M.S. pipe, M.S. flats and other structural steel at required
spacing and frame alround square or round bars with round headed
bolts and nuts or by screws (Plain Grills) Including primer coat of
approved quality and two coats of oil paintings etc. complete as
27 Providing 15mm thick cement plaster in single coat on Rough 160.58 Sqmtr 172.84
(Similar)side of single or half brick walls for interior plastering upto
floor two level and finished even and smooth in (ii) Cement mortar
1:4 (1-cement :4-sand)
28 Providing 10mm thick cement plaster in single coat on 78.81 Sqmtr 144.80
brick/conceret wall for interior plastering finished even and smooth
(ii) cement mortar 1:3(1 cement:3 sand) and mala trovel finished etc.
29 20 mm thick sand faced cement plaster with on wall upto all height 147.06 Sqmtr 337.53
above ground level consisting 12 mm thick backing coat of c.m. 1:3
(1 cement : 3 sand ) and 8 mm thick finishing coat of cm 1:1 (1
cement : 1 sand) etc. complete.all height etc. complete
30 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 59.93 Sqmtr 1059.84
(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 (more than 10 ton)
31 Providing Green Marble for Stair Toppa & Riser storage cabat 19.80 Sqmtr 2630.04
partion,self complate with material like cement,marble,camical etc
complate including all Labour work complate as per drawing and
direction by Site Engineer
It. Quantity Unit Amount
No. Description of Item (with brief Specification and reference to Rate In
book of specifications) Figures
32 Providing and laying broken chine mosaic flooring for terrace using 28.00 Sqmtr 765.98
12 mm to 20 mm broken pieces of glazed tiles to be laid over cement
mortar 1:3 to plain or slope and to be tempered to bring mortar
creme out upto surface using white cement including rounding off
junctions and extending them upto 15 cm along the wall,clearing
with water and oxalic acid etc. as directed.
33 Finishing wall with water proofing cement paint of on wall surface ( 147.06 Sqmtr 117.41
Two coats) to give an approved brand manufacture and of requred
shape even shade after throughtly brushing of loose powered
34 Wall painting (two coats) with plastic emulsion paint of approved 239.39 Sqmtr 86.93
brand and manufacture with on undecorated wall surface to give an
even shade including throughly brushing the surface free from mortar
droppings and other foreign matter and sand papered smooth along
ceilings and sloping roofs.
35 Providing & laying and jointing in true line and level 25 mm dia 10.00 Rmtr 91.84
UPVC pipe (SCH-40) line including fitting make or equivalent as
approved by engineer in charge the pipe shole be fixed on wall with
the hel of clam at every two mtr center to center or shall be conseled
as direct including necessesary fitting etc including testing of pipe
and jointes and fixin the sam with adhesive solvent including cost of
matarial (A) 25 mm OD pipe
36 Providing & laying and jointing in true line and level 15 mm dia 12.00 Rmtr 72.65
UPVC pipe (SCH-40) line including fitting make or equivalent as
approved by engineer in charge the pipe shole be fixed on wall with
the hel of clam at every two mtr center to center or shall be conseled
as direct including necessesary fitting etc including testing of pipe
and jointes and fixin the sam with adhesive solvent including cost of
matarial (A) 15 mm OD pipe
37 Providing and fixing water closet squatting Pan (Indian type W.C. 1.00 Nos 971.80
Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be
measured and paid for separately) (A) Vitreous China.(I) Long
pattern = White colour
38 Providing and fixing wash basin with single hole for piller tap with 1.00 Nos 1485.41
C.L. or M.S. brackets painted white including cutting holes and
making good the same including piller tap brass waste, stopckok and
MI fisher union fitting waste pipe:(ii) flat back wash basin 500mm x
400mm size including all nesessary fitiings
39 Providing and fixing screw down bib taps of following size.(B) 5.00 Nos 186.83
Brass chromium plated screws down Bib Tap. (i) 15mm dia
40 providing and fixing cast iron(spun) nanhi trap of the following 3.00 Nos 635.91
nominal dia of self cleaning design with C L screwed down of
hinged grating including cost of cutting and making good the walls
floos 100 mm inlet and 50 mm out let etc complete
41 Providing and fixing S.W. gully trap with C.I. grating brick masonry 1.00 Nos 1246.92
chamber and water tight C.I. cover with frame of 300mm x 300mm
size (inside) with standard weight.(i) Square mouth traps.(B) 150mm
x 100mm size P or R type
42 Providing and fixing cast iron spigot and socket soil waste and 6.00 Rmtr 741.01
ventilating pipe of the following nominal size 75 mm dia.
43 Providing and fixing cast iron spigot and socket soil waste and 6.00 Rmtr 892.39
ventilating pipe of the following nominal size 100 mm dia.
44 providing and fixing in position cowl vent to pipe (II) 100mm 2.00 Nos 505.18
45 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. 2.40 Rmtr 101.91
It. Quantity Unit Amount
No. Description of Item (with brief Specification and reference to Rate In
book of specifications) Figures
46 Providing erecting and fixing double coated ISI water tank of 500.00 liter 3.95
required capacity each with all necessary fittings and connection etc.
complete on terrace
Rs.Nine Lack Eighty Three Thousand One Hundred Seventy Nine and Paise Ninty Seven Only.
I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures 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 Rs…………………… Add ……. % Above
In words ………………….……………………………. In words ……………
*( please strike out whichever is not applicable)
1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In – Charge
for which no extra payment shall bemade.
2 The labourcess 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 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 the reisa 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.
Deputy Executive Engineer, Executive Engineer,
Panchayat ( R & B ) Sub-Division, Panchayat ( R & B ) Division,
Signature of the contractor
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SBD_Aaganwadi Songadh 04.pdf
BOQ_Anganwadi Kendra Songadh 04.pdf
building booklet.pdf
GR.pdf
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