Loading…
Loading…
Tender ID
Tender Value
₹12.3 L
EMD Value
₹12,300
Closing Date
23 Apr 2026, 6:00 pmClosed
Executive Engineer, panchayat, R & B Division, Surat.
PKG No. /Bardoli/TSP/2025-26 1)Construction of Shed at Kanti Faliya Primary School 2) Proposed Construction Of Primary School Compound wall At Chhitra Tal.Bardoli, Dist.-Surat
289889
33 OF 2025-26
Open
Civil Works - Others
Works
Surat
5 documents required · 5 mandatory
₹900
Yes
Executive Engineer, panchayat R & B Division, surat
₹12,300
Yes
25 Mar 2026
25 Mar 2026
25 Mar 2026
23 Apr 2026
25 Mar 2026
Name of work :- Primary School 2) Proposed Construction Of Primary School Compound wall
At Chhitra Tal.Bardoli, Dist.-Surat
Memorandum showing items of works to be carried out
Quantities Estimated Total Amount
Quantities Estimated Total Amount
It. No. estimated but may Item of work In figures according to
be more or less Rs. Ps. estimated
Excavation for foundation up to 1.5mt. Depth
including sorting out and stacking of useful
materials and disposing of the excavated stuff up
to 50 meter lead(A) Loose or soft soil
Excavation for foundation upto 1.5 m depth
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead. (A) Loose or soft soil
Excavation for foundation upto 1.5 m to 3.0 m
depth including sorting out and stacking of
useful materials and disposing off the excavated
stuff upto 50 Meter lead. (A) Loose or soft soil
Filling available excavated earth (excluding rock
in trenches plinth, slides of foundations etc. in
layers not exceeding 20 cm in depth consolidating
each deposited layer by ramming and watering)
Filling in foundation and plinth with murrum or
5 74.40 Cmt selected soil in layers of 20cm thickness including 296.29
watering ramming and consolidating etc. complete
Filling available excavated earth (Including rock in
trenches plinth, sides of foundations etc. in layers
not exceeding 20 cm. in depth consolidating each
deposited layer by ramming and watering)
Providing and laying cement concrete work 1:2:4
(M-150) (1- Cement : 2- Coarse sand : 4- graded
stone aggregates 20 mm nominal size) and curing
7 1.30 Cmt complete excluding cost of formwork and 3989.04
reinforcement for reinforced concrete work in (A)
Foundations, footings, Base or columns and Mass
Providing and laying cement concrete 1:2:4 (1-
Cement : 2- coarse sand : 4- hand Machine crushed
stone aggregates 40 mmnominal size) and curing
complete including cost of formwork in (A) PCC
Providing and laying controlled cement concrete
M.250 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement
for reinforced concrete work in foundation,
footings base of column and mass concrete. (A)
Providing and laying controlled cement concrete
M.250 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement
for reinforced concrete work in All Types of
Column D) Column, Pillers, posts and struts , upto
Providing and laying controlled cement concrete
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement
for reinforced concrete work in All Types of
Column D) Column, Pillers, posts and struts, upto
Providing and laying controlled cement concrete
M.250 and curing complete inculding the cost of
12 5.00 Cmt formwork but Excluding the cost of the cost of 6440.77
reinforcement for reinforced concrete work in
Beams. (E) Beam, upto Plinth
Providing and laying controlled cement concrete
M.200 and curing complete inculding the cost of
13 4.00 Cmt formwork but Excluding the cost of reinforcement 6406.43
for reinforced concrete work in All Types of
Beams,(E) Beam, Ground Floor.
Providing and laying Cement Concrete 1:2:4 (M-
150) and curing complete Including the cost of
14 9.80 Cmt formwork But Excluding the cost of reinforcement 4206.65
for reinforced concrete work in R.C.C. Plinth
Providing and fixing TMT bars Fe-500D steel
reinforcement for R.C.C. work including binding,
15 3030.00 Kg bending and placing in position complete upto 77.32
floor two level ,Ground Floor, Terrace Floor (all
Providng TMT bars renforcement of FE 500 /
16 215.60 Kg 500D for R.C.C. work including bending binding 77.29
and placing in position complete for all floor.
Brick work using common burnt clay building
brick having a crushing strength not less than
17 7.10 Cmt kg/sq. cm. in foundation and plinth in cement 4121.55
mortar 1:6 ( 1 Cement: 6 fine sand) (B)
Brick work using common brunt clay building
bricks having crushing strength not less than
kg/sqcm. in superstructure above plinth level upto
floor two level in cement mortar 1:6 (1 cement :6
fine sand) etc.comp. (B) Conventional Ground
Providing 20 mm thick sand faced cement plaster
with Gutkha Finish on wall upto all Full hight
above ground level consisting of 12mm thick
backing coat of c.m. 1:3 (1 cement : 3 sand) and
mm thick finishing coat of c.m. 1:1 (1 cement :
sand) etc. complete For All Full Height.
Providing and laying Marbo Grenite tiles 8 to
mm thick , 24'' x 24'' in skrting risers of steps and
20 3.00 Smt. dedo on 10mm thick cement plaster 1:3 (1-cement 1169.98
: 3-coarse sand) and jointed with white cement
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to give
21 33.30 Smt. an required shape even shade after thoroughly 117.40
brushing the surface to remove all dirt, and
remains of loose powdered materials.etc complete
Providing & fixing parking shed using M.S. Pipe
of 75 mm diameter in required shape and design
including bending of pipe and fixing it in CC M-
22 140.00 Smt. 150 foundation of required size with 6 mm thick 2032.12
Lexan Polycarbonate Multi Wall Roofing sheet
including one coat of primer and two coats of oil
painting complete as directed.
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to give
an required shape even shade after thoroughly
brushing the surface to remove all dirt, and
remains of loose powdered materials.etc complete.
23 339.00 Smt. Priming: 166.65
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
Applying priming coat over new steel and other
metel surface after and including preparing the
surface by throughly cleaning, oil,grease, dirt and
other foreign matter and 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 matter.
Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position
and applying a priming coat of red lead paint :-
25 3.00 Quintal (A) In beams and joints channels angles, column, 9108.48
tees, flats with connecting plates or angle cleats as
in main and cross beams, hip and jack rafters,
purlins connected to common rafters and the like.
Credite Amount of Rs.shall be deducted from first Running bill.
Rs. Twelve Lack Twenty Nine Thousand One Hundred Two and Paise Fourty Three Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent should be
written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as
*Estimated amount *Estimated amount
put to tender Rs. ___1229102.43___ put to tender Rs. __1229102.43_
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 1:- All Works shall be carried out as per Public Work Department Handbook and other
specification of Division or as Directed.
Note 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.
Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all
respect and hold good for work under all conditions, site, moisture, weather etc.
to be continued on additional sheets , if found necessary.
Note 5:- The above Schedule Rates are Excluded GST.
Signature of Bidder Deputy Executive Engineer,
Panchayat ( R & B ) Sub Division,
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
6.GST GR.pdf
7.Steel Lap.pdf
11. Other GR.pdf
8.Clause 47 48.pdf
Cement consumption gr.pdf
GST GR 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
3. SBD GR.pdf
01-FRONT PAGE.pdf
03. FINAL SBD.pdf
04. SPECIFICATIONS Compound wall AND Shed.pdf
05.BOQ.pdf
Building Test schedule.pdf
Environment GR_11zon.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .