Shedhi Irrigation Division Nadiad

Bill of Quantity

Name Construction of the box VRB structure foron 30mt wide TP road at Ch. 17500 mt of 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 & Eighty

1 the useful materials on site including removing the rubbish etc. Sqmt 95.930

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 Seven &

2 where directed etc. complete for lead up to 500m and all lift. (BY Cum 847.130

Eighty Paise Only

Including dewatering.

Trimming of the canal section manually for preparing subgrade for

Rs. Seventy Two & Eighty

3 laying cement concrete lining in all sorts of soil and murrum Sqmt 154.24

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 Twenty

4 including sleeper Beam of 20 cm X 15 cm of same grade of concrete below joint @ Sqmt 58.31 629.00

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 95.93 374.50 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

formwork, centering, scaffolding, compaction by vibrator, curing as directed with Rs. Three Thousand Nine

6 all lead & lift etc complete without dewatering and excluding the cost of steel Cum 69.22 3996.50 Hundred Ninety Six &

reinforcement -(A) For Footing of column / Abutment / Pier / Bottom slab of barrel Fifty Paise Only

/ 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

formwork, centering, scaffolding, compaction by vibrator, curing as directed with Rs. Four Thousand Six

all lead & lift etc complete without dewatering and excluding the cost of steel Hundred Thirty Eight Only

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 Eight

8 formwork, centering, scaffolding, compaction by vibrator, curing as directed with Cum 175.690 4804.70 Hundred Four & Seventy

all lead & lift etc complete without dewatering and excluding the cost of steel 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 78.050 5072.70 Seventy Two & Seventy

all lead & lift etc complete without dewatering and excluding the cost of steel 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 12.020 5072.70 Seventy Two & Seventy

all lead & lift etc complete without dewatering and excluding the cost of steel 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

formwork, centering, scaffolding, compaction by vibrator, curing as directed with Rs. Four Thousand Six

all lead & lift etc complete without dewatering and excluding the cost of steel Hundred Thirty Eight Only

reinforcement(B) For Pier and Abutments / Wing wall / Head wall / Return wall /

Dowel Wall etc.(j) Concrete grade M-20 and MSA-40 mm

Bill of Quantity

Name Construction of the box VRB structure foron 30mt wide TP road at Ch. 17500 mt of Tail Distry

Item of work Unit Qty Rate In Words Amount (Rs.)

Providing and fixing in position pre-moulded asphalt or bitumen cork board of Rs. One Thousand Two

12 approved quality and specifications as per design and drawing. (B) 20 mm Sqmt 26.720 1286.50 Hundred Eighty Six & Fifty

Thickness Paise Only

Rs. Fifteen & Thirty Paise

13 Providing and laying bitumen paper as bearing as per drawing. Sqmt 26.72

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 Rs. Five Thousand Seven

14 vibrator, curing as directed with all lead & lift etc complete without Cum 139.020 5795.20 Hundred Ninety Five &

dewatering and excluding the cost of steel reinforcement - (E) For Twenty Paise Only

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 Thousand

15 welding joints where necessary, hooking etc. complete as per drawing for all lead MT 35.60 82019.00

and lifts. (A) TMT / CRS (FE 500 D)

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 Rs. Four Thousand Twelve

dewatering and excluding the cost of steel reinforcement.(A) For & Fifty Paise Only

Footing of column / Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc. (b)Concrete grade M-15 and

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 Eight

17 all lead & lift etc complete without dewatering and excluding the cost of steel Cum 59.54 4804.70 Hundred Four & Seventy

reinforcement - (A) For Footing of column / Abutment / Pier / Bottom slab of Paise Only

barrel / Plinth course / Coping / Approach Slab etc. - Concrete grade M-30 and MSA-

Providing rubble and sand layer including supplying of rubble &

coarse clean sharp sand at site including spreading rubble & coarse Rs. One Thousand One

18 sand materials in 25 cm layer including filling in the gaps in rubble, Cum 76.55 1155.90 Hundred Fifty Five &

and levelling etc.complete as directed (80% rubble & 20% coarse Ninety Paise Only

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 Three

formwork, centering, scaffolding, compaction by vibrator, curing as directed with

19 Cum 4.29 8332.72 Hundred Thirty Two &

all lead & lift etc complete without dewatering and excluding the cost of steel Seventy Two Paise Only

reinforcement - (F) For Parapet wall of Road Bridge / Structure/Crass Barrier. -

Concrete grade M-40 and MSA-10 to 20 mm

Providing G.I. 100mm diameter water spouts including necessary iron gratings as Rs. Five Hundred Thirty

per drawings. Six & Three Paise Only

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 Rs. Six Hundred Thirty

21 meter 26.00 634.50 Four & Fifty Paise Only

filling the joints with asphalt pad or bitumen cork board of approved quality. (b)

300mm Wide PVC Water Stop

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 Three

providing antiskid surface with bitumen precoated finegrained hard stone chipping

22 Sqmt 538.71 1333.20 Hundred Thirty Three &

of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate Twenty Paise Only

spacing of 10 cm center to center in both directions, pressed into 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 Nine

hot mix to work site, laying with a hydrostatic paver finisher with sensor control to

23 Cum 65.99 7962.84 Hundred Sixty Two &

the required grade, level and alignment, rolling with smooth wheeled, vibratory Eighty Four Paise Only

and tandem rollers to achieve the desired compaction as per MoRTH specification

clause No. 505 complete in all respects. (Including Tack coat 2.5kg/10 sqmt) (VG-30

Grade Bituimen)

Rs. Eight Thousand Nine

Providing and laying of bituminous wearing coat comprising of 50 mm thick

24 Cum 26.940 8919.31 Hundred Ninteen & Thirty

asphaltic concrete as per specification. (VG 30 Grade Bituimen) One Paise Only

Bill of Quantity

Name Construction of the box VRB structure foron 30mt wide TP road at Ch. 17500 mt of 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 Four

5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all

25 Rmt 44.290 3468.34 Hundred Sixty Eight &

steel parts and fitments to be galvanised by hot dip process, all fittings to conform Thirty Four Paise Only

to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a

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

give an approved brand and manufacture and of required shape even shade after Rs. Fifty Seven & Twenty

thoroughly brushing the surface to remove all dirt and remains of loose powered Seven Paise 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

Rs. Five Thousand Three

formwork, centering, scaffolding, compaction by vibrator, curing as directed with

27 Cum 6.190 5372.00 Hundred Seventy Two

all lead & lift etc complete without dewatering and excluding the cost of steel Only

reinforcement(D) For Kerb / Wearing coat. (m) Concrete grade M-20 and MSA -10

Road Marking with hot applied thermoplastic paints with reflectorising glass beads

Rs. Three Hundred Sixty

on bitumin surface providing and laying a hot applied thermo plastic compound

28 Sqmt 10.100 367.72 Seven & Seventy Two

2.5mm thick including reflecto rising glass beads @250gms per sqm area,thickness Paise Only

of 2.5mm is excluding of surface applied glass beds asper IRC:35-2015.

Rs. Eighty Two Lac Fifty Two Thousand Two Hundred Ninety Two & Twenty Six 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