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Tender Value
₹8.1 L
EMD Value
₹9,000
Closing Date
23 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujarat Pattern-2025-26 , Construction of Smasanbhumi at Village Tiskaritalat Tal. Dharampur , Dist. Valsad. (Re-invite)
297163
51 of 2025-26
Open
Civil Works - Buildings
Valsad
5 documents required · 5 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Valsad
₹9,000
16 Apr 2026
16 Apr 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
Name of work :- New Gujarat Pattern-2025-26 , Construction of Smasanbhumi at Village Tiskaritalat, Tal.
Dharampur, Dist. Valsad.
: : BILL OF QUANTITIES : :
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
1 61.50 Excavation for foundation upto 1.5 m depth 117.07 Rupees One Cumt
including sorting out and stacking of Hundred
useful materials and disposing off the Seventeen and
excavated stuff upto 50 Meter lead. (A) Paise Seven Only
Loose or soft soil ' ( I ) 0 To 1.5 mt. Depth
2 17.50 Excavation for foundation upto 1.5 m to 3.0 129.80 Rupees One Cumt
m depth including sorting out and Hundred Twenty
stacking of useful materials and Nine and Paise
disposing off the excavated stuff upto 50 Eighty Only
Meter lead. (A) Loose or soft soil ( II )
To 3.0 MT Depth
3 67.00 Filling available excavated earth (Including 130.39 Rupees One Cumt
rock in trenches plinth, sides of foundations Hundred Thirty
etc. in layers not exceeding 20 cm. in depth and Paise Thirty
consolidating each deposited layer by Nine Only
ramming and watering)
4 13.50 Providing & filling in plinth with murrum or 289.06 Rupees Two Cumt
yellow soil or selected soil in layers of 20 Hundred Eighty
cm. Thickness. Incl. watering, ramming & Nine and Paise
consolidation etc. complete. Six Only
5 7.00 Filling in plinth with sand under floors 460.18 Rupees Four Cumt
including watering ramming, consolidating Hundred Sixty
and dressing complete and Paise
6 9.50 Providing and laying cement concrete 1:2:4 3855.17 Rupees Three Cumt
(1-Cement : 2- coarse sand : 4- hand Thousand Eight
Machine crushed stone aggregates 40 Hundred Fifty
mmnominal size) and curing complete Five and Paise
including cost of formwork in (A) PCC Seventeen Only
7 7.50 Providing and laying controlled cement 4419.17 Rupees Four Cumt
concrete M.250 and curing complete Thousand Four
inculding the cost of formwork but Hundred
Excluding the cost of reinforcement for Nineteen and
reinforced concrete work in foundation, Paise Seventeen
footings base of column and mass Only
concrete. (A) Footing
8 2.50 Providing and laying controlled cement 7963.85 Rupees Seven Cumt
concrete M.250 and curing complete Thousand Nine
inculding the cost of formwork but Hundred Sixty
Excluding the cost of reinforcement for Three and Paise
reinforced concrete work in All Types of Eighty Five Only
Column (D) Column, Pillers, posts and
struts , upto Plinth
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
9 4.00 Providing and laying controlled cement 7927.49 Rupees Seven Cumt
concrete M.200 and curing complete Thousand Nine
inculding the cost of formwork but Hundred Twenty
Excluding the cost of reinforcement for Seven and Paise
reinforced concrete work in All Types of Forty Nine Only
Column (D) Column, Pillers, posts and
struts, upto Ground Floor
10 3.00 Providing and laying controlled cement 6265.03 Rupees Six Cumt
concrete M.250 and curing complete Thousand Two
inculding the cost of formwork but Hundred Sixty
Excluding the cost of the cost of Five and Paise
reinforcement for reinforced concrete work Three Only
in Beams. (E) Beam, upto Plinth
11 4.50 Providing and laying controlled cement 6229.68 Rupees Six Cumt
concrete M.200 and curing complete Thousand Two
inculding the cost of formwork but Hundred Twenty
Excluding the cost of reinforcement for Nine and Paise
reinforced concrete work in All Types of Sixty Eight Only
Beams,(E) Beam, Ground Floor
12 8.50 Providing and laying controlled cement 6167.06 Rupees Six Cumt
concrete M.200 and curing complete Thousand One
inculding the cost of formwork but Hundred Sixty
Excluding the cost of reinforcement for Seven and Paise
reinforced concrete work in All Types of Six Only
Slab,All Thickness (C) Slab upto Plinth and
13 2.50 Providing and laying controlled cement 6563.99 Rupees Six Cumt
concrete M.200 and curing complete Thousand Five
inculding the cost of formwork but Hundred Sixty
Excluding the cost of reinforcement for Three and Paise
reinforced concrete work in All Thickness in Ninety Nine Only
Walls PARDI Ground Floor
14 3706.50 Providing and fixing TMT bars Fe-500D 76.21 Rupees Seventy Kg
steel reinforcement for R.C.C. work Six and Paise
including binding, bending and placing in Twenty One Only
position complete upto floor two level
,Ground Floor, First Floor , Second Floor,
Third Floor, Terrace Floor (all floor).
15 2.50 Brick work using common brunt clay 4021.02 Rupees Four Cumt
building bricks having crushing strength not Thousand Twenty
less than 35 kg/sqcm. in foundation and One and Paise
plinth in cement mortar 1:6 (1 cement :6 Two Only
fine sand) etc.comp. (B) Conventional
Ground floor upto Plinth
16 4.50 Brick work using common brunt clay 4295.99 Rupees Four Cumt
building bricks having crushing strength not Thousand Two
less than 35 kg/sqcm. in superstructure Hundred Ninety
above plinth level upto floor two level in Five and Paise
cement mortar 1:6 (1 cement :6 fine sand) Ninety Nine Only
etc.comp. (B) Conventional Ground Floor
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
17 19.00 Providing 15mm thick cement plaster in 153.19 Rupees One Sqmt
single coat on Rough (Similar)side of single Hundred Fifty
or Full/half brick walls for interior plastering Three and Paise
upto floor two level and finished even and Nineteen Only
smooth in (ii) Cement mortar 1:4 (1-cement
:4-sand) Ground Floor
18 66.00 Providing & laying10 mm. thick cement 140.94 Rupees One Sqmt
plaster in single coat on fair side of ceilings Hundred Forty
for interior plastering upto floor two level and Paise Ninety
and finishing with smooth mala plaster.(i) Four Only
Cement mortar 1:4 (1 cement : 4 sand)
19 72.00 20mm thick sand faced cement plaster on 300.65 Rupees Three Sqmt
walls upto height 10 metres above ground Hundred and
level consisting of 12mm thick backing coat Paise Sixty Five
of C.M. 1:3 (1-cement : 3-sand) and 8mm Only
thick finishing coat of C.M. 1:1 (1-cement : 1-
sand) etc. complete. Upto Ground Floor to
20 9.50 Providing and laying polished Granite Slab 2377.54 Rupees Two Sqmt
18mm thick in Flooring laid 20mm thick Thousand Three
Cement Mortar 1:4 (1-Cement : 4-Coarse Hundred Seventy
Sand) and jointed with Grey Cement Slurry Seven and Paise
including full molded round front edges , Fifty Four Only
rubbing and polishing etc. complete.
21 5.50 Providing and laying polished Granite Slab 2408.85 Rupees Two Sqmt
18mm thick in Risers of steps Dedo, Thousand Four
window sill, jembs and pillars laid 10 mm Hundred Eight
thick Cement Mortar 1:4 (1-Cement : 4- and Paise Eighty
Coarse Sand) and jointed with Grey Five Only
Cement Slurry including full molded round
edges , rubbing an
22 36.00 Providing and laying polished Kota stone 1029.22 Rupees One Sqmt
slab flooring over 20mm (Average) thick Thousand Twenty
base of cement mortar 1:6 (1-cement : 6- Nine and Paise
coarse sand) or L.M. 1.1.5 laid over and Twenty Two Only
jointed with grey cement slurry including
rubbing and polishing etc. complete. (B)
23 2.50 Providing and laying polished kota stone 1089.66 Rupees One Sqmt
slab 25mm thick in risers of steps,skirting Thousand Eighty
Dedo and pillars laid on 10mm thick cement Nine and Paise
mortar 1:3 (1-Cement : 3 coarse sand) and Sixty Six Only
jointed with gray cement slury mixed with
pigment to match the shade of slab includin
24 85.00 Wall painting (two coats) with plastic 80.34 Rupees Eighty Sqmt
emulsion paint of approved brand and and Paise Thirty
manufacture on undecorated wall Four Only
surface,Ceiling surface to give an even
shade including throughly brushing the
surface free from mortar droppings and
other foreign matter and sand papered
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
25 72.00 Finishing wall with weather proof exterior 160.59 Rupees One Sqmt
emulsion paint on wall surface (two coats) Hundred Sixty
to give an required shape even shade after and Paise Fifty
thoroughly brushing the surface to remove Nine Only
all dirt, and remains of loose powdered
materials.etc complete. Priming: Apply a
liberal coat of exterior acrylic primer and
allow it to dry for 4-5 hours. Application of
putty is not recommended. Minimum 4-6
hours duration is required between each
coat of weather shield max paint
26 8.00 Applying priming coat over new steel and 122.49 Rupees One Sqmt
other metel surface after and including Hundred Twenty
preparing the surface by throughly cleaning, Two and Paise
oil,grease, dirt and other foreign matter and Forty Nine Only
scoured with brushes fine steel wood,
scrapers and sand paper with ready mixed
priming paint brushing red lead. and
Painting two coats (excluding priming coat)
on new steel and other metal surface with
enamel paint, brushing, interior to give an
even shade including cleaning the surface
an even shade including cleanicn the
surface of all dirt, dust and other foreign
27 0.53 Steel work welded in built up sections, 9047.86 Rupees Nine Quintal
framed work including cutting, hoisting, Thousand Forty
fixing in position and applying a priming Seven and Paise
coat of red lead paint :- Eighty Six Only
(A) In beams and joints channels angles,
column, tees, flats with connecting plates
or angle cleats as in
28 66.00 Providing and laying broken chine 747.28 Rupees Seven Sqmt
mosaic flooring for terrace using 12 mm Hundred Forty
to 20 mm broken pieces of glazed tiles to Seven and Paise
be laid over cement mortar 1:3 to plain or Twenty Eight Only
slope and to be tempered to bring
mortar creme out upto surface using
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
29 2.00 Constructing brick masonry chamber for 2932.92 Rupees Two Nos
underground C.I. Inspection chamber and Thousand Nine
bends with bricks having crushing strength Hundred Thirty
not less than 35Kg/Cm2 in C.M. 1:5 C.I. Two and Paise
cover with frame (Light duty) 455mm x Ninety Two Only
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.(i) Inside
dimensions 455mmx 610mm and 450mm
deep for single pipe line.
30 10.00 Providing laying (to level or slopes) and 665.47 Rupees Six Rmt
jointing reinforced concrete Light duty non- Hundred Sixty
pressure pipes I.S. class NP2 of the Five and Paise
following internal diameter with collars and Forty Seven Only
butt ends prepared for collar joints including
testing of joints complete.(D) 300 mm di
31 1.00 Electric Work 35350.00 Rupees Thirty Job
Rupees Eight Lakhs Five Thousand Sixty Two and Paise Forty Nine Only
Deputy Executive Engineer Executive Engineer
Panchayat ( R & B) Sub Division Panchayat (R&B) Division
Dharampur Valsad.
I/we am/are/ willing to carry out the work at ………………….% below / Above
……………………………………….percent below / Above
(should be written in figures and words)
Tendered amount mentioned above amount of my / our tender works out as under.
Tendered Amount805062.50
Rs……………………… Tendered Amount Rs………………………
Deduct………. % below Rs……………………. Add…………% Above Rs………………….
Net Amount Rs………………………………. Net Amount Rs……………………………….
Net Amount in words in Rs……………………………………………………………………………………….
All works shall be carried out as public works department Handbook and other specification
of Division or as directed.
All the columns in schedule should be filled in ink or ballpen and the total of the entries in
last column should be struck by the contractor under his signature.
Estimated Total amount
Estimated Total amount
Sr. Estimate Rate
Quantity Item of work Unit according to
No. In figures In Words
but may estimated
Rate quated include clearance of site (Prior commencement of work and at its close) in all
respects and hold good for work under all conditions,site moisture, weather etc.
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.
The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
GST and Income tax TDS will be deducted at a source while making payments of bills
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.
To be continued on additional sheet,if found necessary.
Executive Engineer
Signature of the contractor Panchayat (R&B) Division
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details.html
RAW_HTML
01 DRG TISHKARI TALAT TISHKARITALAT.pdf
04- Specification.pdf
4.Building-Specification Book.pdf
BOQ- Smasan-Tiskaritalat.pdf
SBD_ Smasan-Tiskaritalat.pdf
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