Loading…
Loading…
Tender Value
₹12.1 L
EMD Value
₹13,000
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 Makadban Umarmal , Tal.Dharampur , Dist. Valsad. (Re-invite)
297146
51 of 2025-26
Open
Civil Works - Buildings
Valsad
5 documents required · 5 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Valsad
₹13,000
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 Makadban Umarmal
faliya, Tal. Dharampur , Dist. Valsad.
: : BILL OF QUANTITIES : :
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
1 52.90 Excavation for foundation upto 1.5M depth 254.37 Rupees Two Cu.mt
including sorting out and stacking of Hundred Fifty
useful materials and disposing of the Four and Paise
excavated stuff upto 50 Meter lead. Thirty Seven Only
( C ) Hard Murrum
2 27.34 Excavation for foundation depth from 1.50m 287.48 Rupees Two Cu.mt
to 3.00m including sorting out and Hundred Eighty
stacking of useful materials and Seven and Paise
disposing of the excavated stuff upto 50 Forty Eight Only
Meter lead. ( D )Soft rock not
required blasting
3 7.18 Providing and laying cement concrete 1:4:8 ( 2680.21 Rupees Two Cu.mt
1 Cement : 4 Coarse sand : 8 hand broken Thousand Six
stone aggregate 40mm nominal size ) and Hundred Eighty
curing complete excluding the cost of and Paise Twenty
formwork and reinforcement for reinforced One Only
concrete wirk(A) Foundations and Plinth
4 7.75 Providing and laying cement concrete 1:2:4 ( 3948.18 Rupees Three Cu.mt
1 Cement : 4 Coarse sand : 4 -graded Thousand Nine
stone aggregate 20mm nominal size ) and Hundred Forty
curing complete excluding the cost of Eight and Paise
formwork and reinforcement for reinforced Eighteen Only
concrete wirk in (A) Foundations,
footings,Base or columns and mass
5 4.10 Providing and laying ordinary cement 10040.66 Rupees Ten Cu.mt
concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Forty
4 -graded stone aggregate 20mm nominal and Paise Sixty
size ) and finishing smooth with curing etc. Six Only
complete including the cost of formwork but
excluding the cost of reinforcement for
R.C.C. work in:(B) COLUMNS, up to gl-pl
6 63.17 Filling available excavated earth 130.39 Rupees One Cu.mt
(excluding rock) in trenches. plinth, Hundred Thirty
sides of foundations etc. in layers not and Paise Thirty
exceeding 20cm. in depth consolidating Nine Only
each disposited layer by ramming and
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
7 8.46 Providing and laying ordinary cement 7665.60 Rupees Seven Cu.mt
concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Six
4 -graded stone aggregate 20mm nominal Hundred Sixty
size ) and finishing smooth with curing etc. Five and Paise
complete including the cost of formwork but Sixty Only
excluding the cost of reinforcement for
R.C.C. work in:(A) BEAMS, gb-pb
8 640.74 Filling foundation and plingth with murrum or 289.06 Rupees Two Cu.mt
selected soil in layer of 20 cm in thickness Hundred Eighty
including ramming watering and Nine and Paise
consolidating etc. complete. Six Only
9 4.12 Providing and laying ordinary cement 10040.66 Rupees Ten Cu.mt
concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Forty
4 -graded stone aggregate 20mm nominal and Paise Sixty
size ) and finishing smooth with curing etc. Six Only
complete including the cost of formwork but
excluding the cost of reinforcement for
R.C.C. work in:(B) COLUMNS, for ground
10 15.91 Brick work using Hydraulically Pressed burnt 4021.02 Rupees Four Cu.mt
clay building brick having crushing strength Thousand Twenty
not less than 35 kg/sq. cm. in foundation One and Paise
and plinth in Cement mortar 1:6 (1 Cement : Two Only
6 fine sand) ( B) Conventional method.up to
11 6.36 Providing and laying ordinary cement 7665.60 Rupees Seven Cu.mt
concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Six
4 -graded stone aggregate 20mm nominal Hundred Sixty
size ) and finishing smooth with curing etc. Five and Paise
complete including the cost of formwork but Sixty Only
excluding the cost of reinforcement for
R.C.C. work in:(A) BEAMS, slab beams
12 13.64 Brick work using Hydraulically Pressed burnt 4295.99 Rupees Four Cu.mt
clay building brick having crushing strength Thousand Two
not less than 35 kg/sq. cm. in foundation Hundred Ninety
and plinth in Cement mortar 1:6 (1 Cement : Five and Paise
6 fine sand) ( B) Conventional method.for Ninety Nine Only
13 6.96 Providing and laying cement concrete 1:4:8 ( 2680.21 Rupees Two Cu.mt
1 Cement : 4 Coarse sand : 8 hand broken Thousand Six
stone aggregate 40mm nominal size ) and Hundred Eighty
curing complete excluding the cost of and Paise Twenty
formwork and reinforcement for reinforced One Only
concrete wirk(A) Foundations and Plinth -
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
14 9.94 Providing and laying ordinary cement 6888.15 Rupees Six Cu.mt
concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Eight
4 -graded stone aggregate 20mm nominal Hundred Eighty
size ) and finishing smooth with curing etc. Eight and Paise
complete including the cost of formwork but Fifteen Only
excluding the cost of reinforcement for
R.C.C. work in:(A) slab
15 3367.75 Providing TMT Bar FE 500 D reinforcement 76.21 Rupees Seventy Kg
for R.C.C. work including bending ,binding Six and Paise
and placing in position complete up to floor Twenty One Only
16 74.57 Providing 15mm thick cement plaster in 220.01 Rupees Two Sq.mt
single coat on rough (similar)side of single Hundred Twenty
or half brick walls for interior plastering upto and One Paisa
floor two level and finished with a floating Only
coat of neat cemrnt slurry (ii) Cement mortar
1:3 (1-cement :3-sand)
17 125.99 Providing 10 mm thick cement plaster in 153.67 Rupees One Sq.mt
Single coat on brick/concrete wall for interior Hundred Fifty
plastering finished even and smooth in (ii) Three and Paise
cement mortar 1:3 (1 cement : 3 sand) Sixty Seven Only
Ground floor ceiling
18 185.62 20 mm thick sand faced cement plaster with 300.66 Rupees Three Sq.mt
gutkha finish on wall up to all height above Hundred and
ground level consisting of 12mm thick Paise Sixty Six
backing coat of c.m. 1:3 (1 cement : sand) Only
and 8 mm thick finishing coat of c.m. 1:1 (1
cement : 1 sand) etc. Complete
19 87.64 P & L polished kotastone slab flooring over 965.59 Rupees Nine Sq.mt
20mm (average) thick base of cement Hundred Sixty
mortar 1:6 ( 1 cement: 6 coarse sand) laid Five and Paise
over and jointed eith grey cement slurry Fifty Nine Only
mixed with pigment to match the shed of
slab including rubbing and pollishing etc.
complete (A) 25mm thick
20 386.20 Finishing Wall with weather proof exterior 114.53 Rupees One Sq.mt
emulsion painting (two coats) to give an Hundred Fourteen
required shape even shade after thoroughly and Paise Fifty
brushing the surface remove all dirt and Three Only
remains of loose powdered materials with a
coat of cement washing etc. Complete
21 1000.00 Providing Erection and fixing double coated 3.95 Rupees Three and Ltr
ISI water Tank of required capacity each Paise Ninety Five
with all necessary fittings and connection etc Only
complete on Terrace.
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
22 36.00 Providing laying and jointing in true line and 91.84 Rupees Ninety Rmt
level 25mm dia. U.P.V.C. Pipe ( SCH- 40) One and Paise
for cold water including fittings make Eighty Four Only
PRINCE / SUPREME / ASTRAL / FINOLEX
or equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concelled as directed including
necessary fittings etc. including testing of
pipe and joints and fixing the same with
adhesive solvent, including cost of all
23 6.00 Providing laying and jointing in true line and 72.65 Rupees Seventy Rmt
level 15mm dia. U.P.V.C. Pipe ( SCH- 40) Two and Paise
for cold water including fittings make Sixty Five Only
PRINCE / SUPREME / ASTRAL / FINOLEX
or equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concelled as directed including
necessary fittings etc. including testing of
pipe and joints and fixing the same with
adhesive solvent, including cost of all
24 2.00 Providing and fixing Gun metal check or non- 420.63 Rupees Four No.
return fullway wheel valve.(C) 25mm dia Hundred Twenty
and Paise Sixty
25 2.00 Providing and fixing screw down bib taps of 186.83 Rupees One No.
following size (A) Brass screw down bib tap Hundred Eighty
polished bright (i)15mmdia Six and Paise
Eighty Three Only
26 2.00 Providing and fixing the metal-CI stand for 25835.80 Rupees Twenty No.
resting Dead body in place of the process Five Thousand
burning process made of appropriate metal Eight Hundred
section as per IS Code and material which Thirty Five and
can with stand temperature of 500 to 1000' Paise Eighty Only
C , design and make as suggested by the
engineer in charge.
27 12.00 Providing and laying (to level or slopes ) and 348.04 Rupees Three Rmt
jointing reinforced concrete light duty non Hundred Forty
presssure pipe I.S. Class NP-2 of the Eight and Paise
following internal diameter with collars and Four Only
butt ends prepared for coller joints Including
testing of joints complete ( C ) 250mm
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
28 1.00 Providing and fixing board made up og 1616.00 Rupees One No.
GI/MS frame with GI Sheet which display the Thousand Six
information of type of work Hundred Sixteen
,logo,expenditure,name of agency, etc. Only
complete. As per design approved by
engineer in charge.
Rupees Twelve Lakhs Thirteen Thousand Eight Hundred Ninety Eight and Paise Fifty Four 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 Amount1213898.54
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.
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
Estimated Estimate Rate Total amount
Estimated Estimate Rate Total amount
Sr. according to
but may be Item of work Unit
No. In figures In Words estimated
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
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1. DTP - Smashan- Makadban Umarmal.pdf
04- Specification.pdf
4.Building-Specification Book.pdf
BOQ-Smasan-Makadban Umarmal.pdf
DrwSmasanbhumi.pdf
NEW GR.pdf
SBD_ Smasan- Makadban Umarmal.pdf
Download all tender documents and submit your bid