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Tender Value
₹80.7 L
EMD Value
₹81,000
Closing Date
1 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Shedhi Irrigation Division Nadiad
CONSTRUCTING NEW VRB/HR STRUCTURE IN PLACE OF EXISTING VRB/HR @ Ch.0 mt RBC OF SAIYAT TANK.
286815
14 of 2025-26
Open
Civil Works - Canal
Nadiad
6 documents required · 4 mandatory · 2 optional
₹2,400
Yes
Executive Engineer Shedhi Irrigation Division Nadiad
₹81,000
Yes
16 Mar 2026
16 Mar 2026
16 Mar 2026
1 Apr 2026
16 Mar 2026
Name of Work :-
mt RBC OF SAIYAT TANK
Bill of Quantities
Estimated Rate Amount as per
Item Qty may be
Discription of item Per Estimated
In figur In words
Dismantling the R.C.C. work and disposing off the stuff
Rs. Two Thousand
including stacking of the useful materials etc. complete as
1(A) 25.000 2021.60 Twenty One & Sixty Cum
directed. Heavy Reinforcement ( Main bar above 16 mm.
dia. ) Paise Only
Rs. One Thousand
Dismantling the R.C.C. work and disposing off the stuff
Seven Hundred Thirty
1(B) 4.000 including stacking of the useful materials etc. complete as 1732.80 Cum
directed. Light Reinforcement ( Main bar upto 16 mm. dia. )
Two & Eighty Paise
Dismantling the existing brick masonry including sorting out
Rs. Seven Hundred
and stacking the useful material and removing the debries
2 189.500 750.90 Fifty & Ninety Paise Cum
and making good the damages etc. complete as directed.
In Cement Mortar Only
Rs. Three Thousand
Dismantalling Charges of existing Steel Structure of Gate &
3 1.000 3751.00 Seven Hundred Fifty MT
its parts at site & stacking the same of site properly.
Providing temporary all weather and fair weather diversion
suitable for traffic during the construction period of the Rs. Seven Thousand
4 79.000 structure including providing necessary drain diversion and 7633.00 Six Hundred Thirty meter
all safty measures including red lamps/ signals at night for Three Only
traffic etc. comp.
Excavation for foundation in all sorts of soil including yellow
sandy gravelly soils ,soft & hard murrum etc. in dry
Rs. One Hundred
condition including depositing the excavated stuff in uniform
5 2570.920 107.80 Seven & Eighty Paise Cum
layers in banks or as and where directed etc. complete for
lead upto 500 m and all lift. (BY MACHINERY) - Including Only
Providing & Laying in position "NOMINAL MIX" cement
concrete using cement, sand and crushed aggregate by
mass and machine mix for C.C./R.C.C work incl. necessary
Rs. Three Thousand
formworks centering, scaffolding, compaction by vibrator,
6 212.040 3346.00 Three Hundred Forty Cum
curing as directed with all lead & lift etc complete Without
Dewatering and excluding cost of steel reinforcement. (A) Six Only
For Foundation concrete / General purpose - (a) C. C.
Nominal Mix, M-10 and MSA-40 mm
Providing & Laying in position "DESIGN MIX" cement
concrete using cement sand and crushed aggregate for
C.C./ R.C.C work by "FLORI" including necessary
formwork, centering, scaffolding, compaction by vibrator, Rs. Four Thousand
7 ( A) 814.240 curing as directed with all lead & lift etc complete without 4190.00 One Hundred Ninety Cum
dewatering and excluding the cost of steel reinforcement. Only
(A) For Footing of column / Abutment / Pier / Bottom slab of
barrel / Plinth course / Coping / Approach Slab etc. (a)
Concrete grade M-15 and MSA-20 mm
Providing & Laying in position "DESIGN MIX" cement
concrete using cement sand and crushed aggregate for
C.C./ R.C.C work by "FLORI" including necessary
formwork, centering, scaffolding, compaction by vibrator, Rs. Four Thousand
7 ( B) 71.000 curing as directed with all lead & lift etc complete without 4651.00 Six Hundred Fifty One Cum
dewatering and excluding the cost of steel reinforcement. Only
(A) For Footing of column / Abutment / Pier / Bottom slab of
barrel / Plinth course / Coping / Approach Slab etc. (e)
Concrete grade M-25 and MSA-20 mm
Providing & Laying in position "DESIGN MIX" cement
concrete using cement sand and crushed aggregate for
C.C./ R.C.C work by "FLORI" including necessary
formwork, centering, scaffolding, compaction by vibrator, Rs. Five Thousand Six
7(C) 67.850 curing as directed with all lead & lift etc complete without 5642.00 Hundred Forty Two Cum
dewatering and excluding the cost of steel reinforcement. Only
(E) For Column / Beam / Solid Slab of Road Bridge /
Barrel / Cutoff wall etc. (q) Concrete grade M-25 and MSA-
Providing & Laying in position "DESIGN MIX" cement
concrete using cement sand and crushed aggregate for
C.C./ R.C.C work by "FLORI" including necessary Rs. Five Thousand
formwork, centering, scaffolding, compaction by vibrator,
7 ( D) 14.930 5481.00 Four Hundred Eighty Cum
curing as directed with all lead & lift etc complete without
dewatering and excluding the cost of steel reinforcement. One Only
(D) For Kerb / Wearing coat. (n) Concrete grade M-25 and
MSA -10 to 20mm
Providing & Laying in position "DESIGN MIX" cement
concrete using cement sand and crushed aggregate for
C.C./ R.C.C work by "FLORI" including necessary
formwork, centering, scaffolding, compaction by vibrator, Rs. Eight Thousand
curing as directed with all lead & lift etc complete without Twenty Three Only
dewatering and excluding the cost of steel reinforcement.
(F) For Perapet wall of Road Bridge / Structure. (t)
Concrete grade M-25 and MSA -10 to 20 mm
Providing & Placing in position reinforcement bars including
cutting, bending, welding joints where necessary, hooking
8 15.440 82019.00 Thousand Ninteen MT
etc. complete as per drawing for all lead and lifts. ---TMT /
CRS (FE 500D) Only
New/Reparing of steel gate including providing basic steel
Rs. One Hundred
material; M.S. Shaft plate, angles, channels etc. incl.
9 4500.000 127.20 Twenty Seven & Kg
fabriction transporting to site & Erection and painting etc.
compl, Twenty Paise Only
Providing and fixing in position pre-moulded asphalt or Rs. One Thousand
10 7.200 bitumen cork board of approved quality and specifications 1286.50 Two Hundred Eighty Sq.mt
as per design and drawing. --20 mm thickness Six & Fifty Paise Only
Providing and fixing in position P.V.C. heavy duty water
stops in barrels, troughs and wing walls with 25 mm wide
Rs. Five Hundred
expansion joint as shown in drawing including filling the
11 25.950 587.70 Eighty Seven & meter
joints with asphalt pad or bitumen cork board of approved
quality. (Asphalt pad or bitumen cork board will be paid Seventy Paise Only
seperatly)- 225 mm WIDE P.V.C. WATER STOP
Providing and filling the polysulphide joint sealent of the Rs. One Hundred
12 89.650 approved make in the expansion and contraction joints in 181.20 Eighty One & Twenty meter
the c.c. lining including clearing the joints with air water jet. Paise Only
Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / Rs. Three Hundred
13 2.280 sqcm) Water spout with necessary iron gratting as per 369.20 Sixty Nine & Twenty meter
design Paise Only
Back filling the foundation trenches around the structures
Rs. Thirty Six &
14 1310.350 etc with selected excavated stuff including watering, 36.90 Cum
ramming, compacting etc. complete. (By Machinery)
Ninety Paise Only
Providing and fixing in position 1.80 m high above finished
ground level canal data boards of standard size 1.20m x Rs. Three Thousand
0.90m with M.S. angle 40mm x 40mm x 6mm with 3mm
15 1.000 3103.00 One Hundred Three No.
thick iron plate in 1:5:10 proportion concrete block size
40cm x 40cm x 75 cm including painting existing data on Only
the board etc. complete as directed.
Wall Painting (two Coats) with plastic emulsion paint of
approved brand & manufacture on undecorated wall
Rs. Eighty Two &
16 14.420 surface to give an even shade including throughly brushing 82.85 Sq.mt
the surface free from mortar dropping & other foreign Eighty Five Paise Only
matter & sand papered smooth .
Providing and laying plain/reinforced cement concrete lining
of M 15 (MSA 20 mm) in bed, side slopes and curvature
including batching, mixing, transporting, placing, vibrating, Rs. Seven Hundred
17 112.400 smooth finishing, curing including dewatering where 752.70 Fifty Two & Seventy Sq.mt
required. Paise Only
(MACHINERY BASED by "FLORI" - WITHOUT PAVER
WATER CURING)-- 20 cm thick lining in Bed / Slope
Carrying out "Structure Plate load Test" as per GERI - Rs. Forty Three
18 1.000 Vadodara's SOR for the Year 2025-26 (SOR available on 43912.00 Thousand Nine No.
GERI web site) Hundred Twelve Only
Rs. Eighty Lac Sixty Six Thousand Eight Hundred Thirty Seven & Ninety Four Paise Only
I/we am /are willing to carry out the work at ……... % above/below percent (should be written in figures and words) of the
estimated rates mentioned above . Amount of my/our tender works-out as under
Estimated amount Estimated amount
put to tender Rs : ______________ put to tender Rs : __________
Add % above Rs : ______________ Deduct %below Rs : __________
The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for
1 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
4 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.
Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by supervisory staff.
Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand total of entries in
last column should be struck by the contractor under his signature.
Notes 3 - Rates quoted include clearing 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.
Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running metre
Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-24)
Signature of agency
Tender Clerk Deputy Executive Engineer
Shedhi Irrigation Division Dakor irrigation Sub Divition
Assistant Engineer Divisional Accoutant
Shedhi Irrigation Division Shedhi Irrigation Division
Executive Engineer
Shedhi irrigation Division
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details.html
RAW_HTML
1. SBD_ Saiyat HR.pdf
2. Sch-B_Saiyat.pdf
3. itemwise specification_saiyat tank_2003.pdf
4. general technical specification.pdf
5. Drawing dk A3.pdf
6. Drawing scan0385.pdf
Tender Notice No.14 of 2025-26.pdf
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