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Tender Value
₹16.6 L
EMD Value
₹17,000
Closing Date
27 Mar 2026, 1:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Nadiad Irrigation Division Nadiad
Constructing of Box V.R.B. @ Ch.1525 mt. in Place of existing Pipe VRB on Akhdol Mitral Pij Lateral drain near Village Mitral.
285318
Tender Notice No. 20 of 2025-2026
Open
Civil - All
Kheda
6 documents required · 5 mandatory · 1 optional
₹900
Yes
Executive Engineer, Nadiad Irrigation Division Nadiad
₹17,000
Yes
12 Mar 2026
12 Mar 2026
12 Mar 2026
27 Mar 2026
12 Mar 2026
BILL OF QUANTITIES
Constructing of Box V.R.B. @ ch. 1525 mt in place of existing Pipe VRB on Akhdol Mitral Pij Lareral Drain
Near Village Mitral
Item of work Unit Qty Rate (Rs.) Amount (Rs.)
Excavation for foundation in all sorts of soil including yellow
sandy gravelly soils, soft & hard murrum etc. in dry condition
including depositing the excavated stuff in uniform layers in
banks or as and where directed etc. complete for lead upto
m and all lift. (BY MACHINERY)Including dewatering.
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 formworks centering,
scaffolding, compaction by vibrator, curing as directed with all
2 lead & lift etc complete Without Dewatering and excluding cost CM 33.00 3346.00
of steel reinforcement. (A) 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, curing as directed with all lead & lift etc
complete without dewatering and excluding the cost of steel
reinforcement.(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, curing as directed with all lead & lift etc
3b complete without dewatering and excluding the cost of steel CM 61.00 5642.00
reinforcement.(E) For Column / Beam / Solid Slab of Road Bridge
/ Barrel / Cutoff wall / Approach Slab etc.(q) 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, curing as directed with all lead & lift etc
complete without dewatering and excluding the cost of steel
reinforcement.(D) For Kerb / Wearing coat.(n) Concrete grade M-
25 and MSA -10 to 20mm
BILL OF QUANTITIES
Constructing of Box V.R.B. @ ch. 1525 mt in place of existing Pipe VRB on Akhdol Mitral Pij Lareral Drain
Near Village Mitral
Item of work Unit Qty Rate (Rs.) Amount (Rs.)
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, curing as directed with all lead & lift etc
3d complete without dewatering and excluding the cost of steel CM 2.00 8023.00
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 etc.
4 complete as per drawing for all lead and lifts. TMT / CRS(FE MT 6.93 82019.00
Providing and fixing in position pre-moulded asphalt or bitumen
5 cork board of approved quality and specifications as per design SQM 5.00 1286.50
and drawing.20 mm thickness
Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm)
6 Water spout with necessary iron gratting as per design meter 3.00 369.20
Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C.
7 Pipe for weep holes with non corroding jali in abutments, wing meter 36.00 262.50
walls, retaining walls etc. complete.
Providing and fixing in position P.V.C. heavy duty water stops in
barrels, troughs and wing walls with 25 mm wide expansion joint
as shown in drawing including filling the joints with asphalt pad
or bitumen cork board of approved quality. (Asphalt pad or
bitumen cork board will be paid seperatly) 225 mm WIDE P.V.C.
Providing and filling the polysulphide joint sealent of the
approved make in the expansion and contraction joints in the c.c.
lining including clearing the joints with air water jet.
Wall Painting (two Coats) with plastic emulsion paint of approved
brand & manufacture on undecorated wall surface to give an
10 even shade including throughly brushing the surface free from SQM 32.00 78.90
mortar dropping & other foreign matter & sand papered smooth
Providing temporary all weather and fair weather diversion
suitable for traffic during the construction period of the structure
including providing necessary drain diversion and all safty
measures including red lamps/ signals at night for traffic etc. com
Structure ch.2000 mt.
BILL OF QUANTITIES
Constructing of Box V.R.B. @ ch. 1525 mt in place of existing Pipe VRB on Akhdol Mitral Pij Lareral Drain
Near Village Mitral
Item of work Unit Qty Rate (Rs.) Amount (Rs.)
Type:A, "W" Metal Beam Crash Barrier (Providing and erecting a
"W" metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm above road/ ground
level, fixed on ISMC series channel vertical post, 150 mm x
mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m
12 below ground/ road level, all steel parts and fitments to be meter 14.00 3354.21
galvanised by hot dip process, all fittings to conform to IS:1367
and IS:1364, metal beam rail to be fixed on the vertical post with
a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm
complete as per clause 811)
Rs. Sixteen Lac Fifty Five Thousand Seven Hundred Eleven & Forty One 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 rate mentioned above. Amount of my/our tender works out as under.
Estimated amount Estimated amount
Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______
Net Tender amount Rs. ______________ Net Tender amount Rs.
Notes 1 - 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.
Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills
Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:
MIS102010/ 17/ K1 Date:30/07/2018 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.
Signature of contractor. Deputy Executive Engineer
Drainage Sub Division
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details.html
RAW_HTML
1.Front Page.pdf
2 Notice Inviting online Tender.pdf
3 SBD Book.pdf
4. BOQ.pdf
5 Cement Requirement.pdf
6 Steel Requirement.pdf
7 Prise Escalation.pdf
8 Other Specifications.pdf
9 Item Wise Specification.pdf
10 Tender Notice No20 of 2025-26.pdf
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