Loading…
Loading…
Tender Value
₹52.6 L
EMD Value
₹53,000
Closing Date
17 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Shedhi Irrigation Division Nadiad
Construction of the box VRB structure for 30mt wide TP road at ch.530 mt on 17 LSD Ex Tail Distry.
293193
16 of 2025-26
Open
Civil Works - Canal
Nadiad
6 documents required · 4 mandatory · 2 optional
₹2,400
Executive Engineer Shedhi Irrigation Division Nadiad
₹53,000
2 Apr 2026
2 Apr 2026
2 Apr 2026
17 Apr 2026
2 Apr 2026
Bill of Quantity
Name Construction of the box VRB structure for 30mt wide TP road at ch 530 mt on 17 LSD Ex tail Distry
Item of work Unit Qty Rate In Words Amount (Rs.)
Dismantling the brick pitching including sorting out and stacking of
Rs. Fifty Seven &
1 the useful materials on site including removing the rubbish etc. Sqmt 122.920 57.80
Eighty Paise Only
complete as directed. (c) 8mm Thick
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 Rs. One Hundred
2 where directed etc. complete for lead up to 500m and all lift. (BY Cum 301.980 107.80 Seven & Eighty Paise
MACHINERY) Only
Including dewatering.
Trimming of the canal section manually for preparing subgrade for
Rs. Seventy Two &
3 laying cement concrete lining in all sorts of soil and murrum Sqmt 112.92 72.80
Eighty Paise Only
including watering and compacting bed etc. complete.
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, smooth finishing, curing including dewatering where required,
Rs. Six Hundred
4 including sleeper Beam of 20 cm X 15 cm of same grade of concrete below joint @ Sqmt 42.62 629.00
Twenty Nine Only
3.00 m C/C and LDPE film of 150 micron over sleeper beam with bitumen primer.
(MACHINERY BASED by "WEIGH BATCHING AND MIXING" - WITHOUT PAVER
WATER CURING ) - C) 15 cm thick Lining in Bed / Slope
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, smooth finishing, curing including dewatering where required, Rs. Three Hundred
5 including sleeper Beam of 20 cm X 15 cm of same grade of concrete below joint @ Sqmt 70.30 374.50 Seventy Four & Fifty
3.00 m C/C and LDPE film of 150 micron over sleeper beam with bitumen primer. Paise Only
(MACHINERY BASED by "WEIGH BATCHING AND MIXING" - WITHOUT PAVER
WATER CURING ) - A) 7.5 cm thick Lining in Bed / Slope
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. Three Thousand
formwork, centering, scaffolding, compaction by vibrator, curing as directed with
Nine Hundred Ninety
6 all lead & lift etc complete without dewatering and excluding the cost of steel Cum 31.24 3996.50
Six & Fifty Paise
reinforcement -(A) For Footing of column / Abutment / Pier / Bottom slab of barrel
/ Plinth course / Coping / Approach Slab etc. (b) Concrete grade M-15 and MSA-40
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. Four Thousand
formwork, centering, scaffolding, compaction by vibrator, curing as directed with
7 Cum 23.100 4638.00 Six Hundred Thirty
all lead & lift etc complete without dewatering and excluding the cost of steel
reinforcement - (B)(B) For Pier and Abutments / Wing wall / Head wall / Return
wall / Dowel Wall etc.(j) Concrete grade M-20 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 Rs. Four Thousand
8 formwork, centering, scaffolding, compaction by vibrator, curing as directed with Cum 61.750 4804.70 Eight Hundred Four
all lead & lift etc complete without dewatering and excluding the cost of steel & Seventy Paise Only
reinforcement - (B) For Bottom Slab - Concrete grade M-30 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
Rs. Five Thousand
formwork, centering, scaffolding, compaction by vibrator, curing as directed with
9 Cum 42.150 5072.70 Seventy Two &
all lead & lift etc complete without dewatering and excluding the cost of steel
Seventy Paise Only
reinforcement - (B) For Pier and Abutments / Wing wall / Head wall / Return wall /
Dowel Wall etc. - Concrete grade M-30 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 Rs. Five Thousand
10 formwork, centering, scaffolding, compaction by vibrator, curing as directed with Cum 8.430 5072.70 Seventy Two &
all lead & lift etc complete without dewatering and excluding the cost of steel Seventy Paise Only
reinforcement - For Bracket - Concrete grade M-30 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
Rs. Four Thousand
formwork, centering, scaffolding, compaction by vibrator, curing as directed with
11 Cum 31.370 4638.00 Six Hundred Thirty
all lead & lift etc complete without dewatering and excluding the cost of steel
reinforcement(B) For Pier and Abutments / Wing wall / Head wall / Return wall /
Dowel Wall etc.(j) Concrete grade M-20 and MSA-40 mm
Rs. One Thousand
Providing and fixing in position pre-moulded asphalt or bitumen cork board of
Two Hundred Eighty
12 approved quality and specifications as per design and drawing. (B) 20 mm Sqmt 18.740 1286.50
Six & Fifty Paise
Rs. Fifteen & Thirty
13 Providing and laying bitumen paper as bearing as per drawing. Sqmt 18.74 15.30
Bill of Quantity
Name Construction of the box VRB structure for 30mt wide TP road at ch 530 mt on 17 LSD Ex tail Distry
Item of work Unit Qty Rate In Words Amount (Rs.)
Providing & Laying in position "DESIGN MIX" cement concrete using
cement sand and crushed aggregate for C.C./ R.C.C work by
Rs. Five Thousand
"FLORI" including necessary formwork, centering, scaffolding,
14 compaction by vibrator, curing as directed with all lead & lift etc Cum 48.550 5795.20
Ninety Five & Twenty
complete without dewatering and excluding the cost of steel
reinforcement - (E) For Column / Beam / Solid Slab of Road Bridge
/ Barrel / Cutoff wall etc. Concrete grade M-30 and MSA-20 mm
Providing & Placing in position reinforcement bars including cutting, bending, Rs. Eighty Two
15 welding joints where necessary, hooking etc. complete as per drawing for all lead MT 22.248 82019.00 Thousand Ninteen
and lifts. (A) TMT / CRS (FE 500 D) Only
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,
Rs. Four Thousand
compaction by vibrator, curing as directed with all lead & lift etc
16 Cum 23.730 4012.50 Twelve & Fifty Paise
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.
(b)Concrete grade M-15 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 Rs. Four Thousand
17 all lead & lift etc complete without dewatering and excluding the cost of steel Cum 43.72 4804.70 Eight Hundred Four
reinforcement - (A) For Footing of column / Abutment / Pier / Bottom slab of & Seventy Paise Only
barrel / Plinth course / Coping / Approach Slab etc. - Concrete grade M-30 and
Providing rubble and sand layer including supplying of rubble &
Rs. One Thousand
coarse clean sharp sand at site including spreading rubble & coarse
One Hundred Fifty
18 sand materials in 25 cm layer including filling in the gaps in rubble, Cum 56.21 1155.90
Five & Ninety Paise
and levelling etc.complete as directed (80% rubble & 20% coarse
sand) including consolidation, watering etc. complete.
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. Eight Thousand
formwork, centering, scaffolding, compaction by vibrator, curing as directed with Three Hundred
all lead & lift etc complete without dewatering and excluding the cost of steel Thirty Two & Seventy
reinforcement - (F) For Parapet wall of Road Bridge / Structure/Crass Barrier. - Two Paise Only
Concrete grade M-40 and MSA-10 to 20 mm
Rs. Five Hundred
Providing G.I. 100mm diameter water spouts including necessary iron gratings as
20 Each 4.00 536.03 Thirty Six & Three
Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs
Rs. Six Hundred
and wing walls with 25 mm wide expansion joint as shown in drawing including
21 meter 16.00 634.50 Thirty Four & Fifty
filling the joints with asphalt pad or bitumen cork board of approved quality. (b)
300mm Wide PVC Water Stop
Backfilling with the selected earth, from outside borrow pits including spreading in
Rs. Four Hundred
uniform layers of specified thickness, dressing, breaking clods, removing roots,
22 Cum 896.06 467.10 Sixty Seven & Ten
watering at optimum moisture content , rolling with suitable type of roller for all
lifts and leads upto 1 km . etc. complete. (By Manually)
Providing and laying 40 mm thick mastic asphalt wearing course with paving grade
bitumen meeting the requirements given in table 500-39, prepared by using mastic
cooker and laid to required level and slope after cleaning the surface, including Rs. One Thousand
providing antiskid surface with bitumen precoated finegrained hard stone chipping Three Hundred
of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an Thirty Three &
approximate spacing of 10 cm center to center in both directions, pressed into Twenty Paise Only
surface when the temperature of surfaces is not less than 1000C, protruding 1 mm
to 4 mm over mastic surface, all complete as per clause
Providing and laying dense graded bituminous macadam with higher capacity
batch type HMP using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the Rs. Seven Thousand
hot mix to work site, laying with a hydrostatic paver finisher with sensor control to Nine Hundred Sixty
the required grade, level and alignment, rolling with smooth wheeled, vibratory Two & Eighty Four
and tandem rollers to achieve the desired compaction as per MoRTH specification Paise Only
clause No. 505 complete in all respects. (Including Tack coat 2.5kg/10 sqmt) (VG-30
Grade Bituimen)
Rs. Eight Thousand
Providing and laying of bituminous wearing coat comprising of 50 mm thick Nine Hundred
asphaltic concrete as per specification. (VG 30 Grade Bituimen) Ninteen & Thirty One
Bill of Quantity
Name Construction of the box VRB structure for 30mt wide TP road at ch 530 mt on 17 LSD Ex tail Distry
Item of work Unit Qty Rate In Words 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,
cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x Rs. Three Thousand
5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all Four Hundred Sixty
steel parts and fitments to be galvanised by hot dip process, all fittings to conform Eight & Thirty Four
to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a Paise Only
spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause
Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to
Rs. Fifty Seven &
give an approved brand and manufacture and of required shape even shade after
27 Sqmt 287.130 57.27 Twenty Seven Paise
thoroughly brushing the surface to remove all dirt and remains of loose powered
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, curing as directed with
28 Cum 4.610 5372.00 Three Hundred
all lead & lift etc complete without dewatering and excluding the cost of steel
Seventy Two Only
reinforcement(D) For Kerb / Wearing coat. (b)Concrete grade M-15 and MSA-40
mm(m) Concrete grade M-20 and MSA -10 to 20mm
Road Marking with hot applied thermoplastic paints with reflectorising glass beads Rs. Three Hundred
on bitumin surface providing and laying a hot applied thermo plastic compound Sixty Seven &
2.5mm thick including reflecto rising glass beads @250gms per sqm area,thickness Seventy Two Paise
of 2.5mm is excluding of surface applied glass beds asper IRC:35-2015. Only
Rs. Fifty Two Lac Sixty One Thousand Six Hundred Sixty Six & Eighteen 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.: PRC 10/2017CementConsumption /16/CDate:11/05/2017as 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.
Deputy Executive Engineer
Mahemdavad Irrigation Sub Division
Signature of contractor. Mahemdavad
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1 Final SBD ch 530 mt of 17 LSD.pdf
2 Schedule B ch 530 mt 17 LSD.pdf
3 item wise technical specs ch.530 mt 17 LSD.pdf
4 general technical specification.pdf
5 General_Condition.pdf
6 Design dwg Ch 530 mt 17 LSD Tail Distry.pdf
Tender Notice No.16 of 2025-26.pdf
Download all tender documents and submit your bid