Shedhi Irrigation Division Nadiad

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