Shedhi Irrigation Division Nadiad

No. figures(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 up to 500m and all lift. (BY

MACHINERY) Including dewatering.

Providing rubble and sand layer including supplying of

rubble & coarse clean sharp sand at site including

spreading rubble & coarse sand materials in 25 cm

2 layer including filling in the gaps in rubble, and 59.00 Cum 1155.90

levelling etc.complete as directed (80% rubble & 20%

coarse sand) including consolidation, watering etc.

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 lead & lift etc

complete Without Dewatering and excluding cost of

steel reinforcement. For Foundation concrete/General

purpose. 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. For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc. 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

complete without dewatering and excluding the cost of

steel reinforcement. For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc.Concrete grade

M-25 and MSA-20 mm

BILL OF QUANTITIES

Constructing New R.C.C. Box Type VRB @ Ch. 45750 m On Shedhi Branch Canal

Work : ( Bapunagar to Bhaner)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(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

4(c) vibrator, curing as directed with all lead & lift etc 366.00 Cum 5642.00

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-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. For Kerb / Wearing

coat.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

4(e) vibrator, curing as directed with all lead & lift etc 5.00 Cum 8023.00

complete without dewatering and excluding the cost of

steel reinforcement. For Parapet wall of Road Bridge

/ Structure. Concrete grade M-25 and MSA -10 to

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all

lead and lifts.TMT

Providing and fixing in position pre-moulded asphalt

or bitumen cork board of approved quality and

specifications as per design and drawing.20 mm

BILL OF QUANTITIES

Constructing New R.C.C. Box Type VRB @ Ch. 45750 m On Shedhi Branch Canal

Work : ( Bapunagar to Bhaner)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Providing and fixing in position P.V.C. heavy duty

water stops in barrels, troughs and wing walls with

mm wide expansion joint as shown in drawing

7 including filling the joints with asphalt pad or bitumen 47.00 Meter 587.70

cork board of approved quality.

(Asphalt pad or bitumen cork board will be paid separa

tely) 225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of

the approved make in the expansion and contraction

8 93.00 Meter 181.20

joints in the c.c. lining including clearing the joints

with air water jet.

Providing and fixing 110 mm diameter P.V.C..Pipe (6

9 kgf / sqcm) Water spout with necessary iron gratting as 11.00 Meter 369.20

per design

Back filling the foundation trenches around the

watering, ramming, compacting etc. complete. (By

Machinery)

Providing and fixing in position 1.80 m high above

finished ground level canal data boards of standard

size 1.20m x 0.90m with M.S. angle 40mm x 40mm x

11 6mm with 3mm thick iron plate in 1:5:10 proportion 2.00 No 3103.00

concrete block size 40cm x 40cm x 75cm including

painting existing data on the board etc. complete as

Wall Painting (two Coats) with plastic emulsion paint of

approved brand & manufacture on undecorated wall

12 surface to give an even shade including throughly 87.00 Sqmt 78.90

brushing the surface free from mortar dropping & other

foreign matter & sand papered smooth .

Providing And :aying plain/reunforced 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.(Machinery Based By " FLORI "- WITHOUT

PAVER WATER CURING) 20 Cm thick Liningin

BILL OF QUANTITIES

Constructing New R.C.C. Box Type VRB @ Ch. 45750 m On Shedhi Branch Canal

Work : ( Bapunagar to Bhaner)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Type-A,"W": Metal Beam Crash barrier (Providing &

erecting a "w" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail,70 cm

above Road/ground level,fixed on ISMC series channel

vertical post, 150x75x5 mm spaced 2.0 mtr. Center to

14 center,1.80 mtr high,1.1 mtr below road/ground level, 60.00 Meter 3321.00

all steel parts and fitments to be galvanized by hot deep

process,all fittings will be confirm to IS:1367 &

IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150x75x5 mm,

mm long complete as per clause 811)

Carrying out "Structure Footing load Test" as per GERI -

Vadodara's SOR for the Year 2025-26

Dismantling the R.C.C. work and disposing off the stuff

including stacking of the useful materials etc. complete

as directed. Heavy Reinforcement (Main bar above

16 mm. dia.)

Dismantling the R.C.C. work and disposing off the stuff

including stacking of the useful materials etc. complete

as directed. Light Reinforcement ( Main bar upto

Dismantling the existing brick masonry including

sorting out and stacking the useful material and

removing the debries and making good the damages

etc. complete as directed. In Cement Mortar

Providing temporary all weather and fair weather

diversion suitable for traffic during the construction

18 period of the structure including providing necessary 1.00 1633074.00

drain diversion and all safty measures including red

lamps/ signals at night for traffic etc. comp.

BILL OF QUANTITIES

Constructing New R.C.C. Box Type VRB @ Ch. 45750 m On Shedhi Branch Canal

Work : ( Bapunagar to Bhaner)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Providing dron videography on the ocassion of function

19 or for before/on going/ after completion of construction 1.00 4000.00

work as directed by Engineer in charge

Rs. One Crore Twenty Five Lac Fifty Eight Thousand Nine Hundred Twenty Seven & Fifteen

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 Put to tender Estimated amount Put to tender

Deduct …………………….% Below Add ……………. % above

In Words In Words

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.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 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/CDate:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

4 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 i.e. 5483.37/MT of input rate mentioned in all the

Divisional Accountant

Irrigation Division Shedhi Irrigation Division

Mahudha Nadiad

Deputy Executive Engineer Executive Engineer

Mahudha Irrigation Sub Division

Mahudha Shedhi Irrigation Division