Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 57,200’ Feet On Cambay Branch Canal (MRBC) (Kasor to Malataj).

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 layer

including filling in the gaps in rubble, and levelling

etc.complete as directed (80% rubble & 20% coarse sand)

including consolidation, watering etc. complete.

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

3 complete Without Dewatering and excluding cost of steel 113.00 Cum 3346.00

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

BILL OF QAUANTITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 57200' Feet On Cambay

Branch Canal (MRBC) (Kasor to Malataj )

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 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. (e) Concrete grade M-25 and MSA-20

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,

4(c) curing as directed with all lead & lift etc complete 322.00 Cum 4457.00

without dewatering and excluding the cost of steel

reinforcement. (B) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel Wall etc. (g)

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,

4(d) curing as directed with all lead & lift etc complete 248.00 Cum 5642.00

without dewatering and excluding the cost of steel

reinforcement. (E) For Column / Beam / Solid Slab of

Road Bridge /Barrel / Cutoff wall 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

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,

4(f) curing as directed with all lead & lift etc complete 7.00 Cum 8023.00

without dewatering and excluding the cost of steel

reinforcement.(F) For Parapet wall of Road Bridge /

Structure. (t) Concrete grade M-25 and MSA -10 to

BILL OF QAUANTITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 57200' Feet On Cambay

Branch Canal (MRBC) (Kasor to Malataj )

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all

lead and lifts. (b) 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

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

7 filling the joints with asphalt pad or bitumen cork board 67.00 Meter 587.70

of approved quality.

(Asphalt pad or bitumen cork board will be paid separate

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

Providing and filling the polysulphide joint sealent of the

approved make in the expansion and contraction joints

8 67.00 Meter 181.20

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

water jet.

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

9 / sqcm) Water spout with necessary iron gratting as per 14.00 Meter 369.20

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 6mm

with 3mm thick iron plate in 1:5:10 proportion concrete

block size 40cm x 40cm x 75cm including painting

existing data on the board etc. complete as directed.

Wall Painting (two Coats) with plastic emulsion paint of

approved brand & manufacture on undecorated wall

12 surface to give an even shade including throughly 152.00 Sqmt 82.85

brushing the surface free from mortar dropping & other

foreign matter & sand papered smooth .

BILL OF QAUANTITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 57200' Feet On Cambay

Branch Canal (MRBC) (Kasor to Malataj )

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

13 center,1.80 mtr high,1.1 mtr below road/ground level, all 20.00 Meter 3321.00

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, 330 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

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 foundation concrete including

sorting out the dismantalled stuff and stacking the

16 useful material, removing the debries and making good 18.00 Cum 1155.20

the damages etc. complete as and where directed.

Cement Concrete

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 643000.00

drain diversion and all safty measures including red

lamps/ signals at night for traffic etc. comp.

BILL OF QAUANTITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 57200' Feet On Cambay

Branch Canal (MRBC) (Kasor to Malataj )

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Providing drone 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 Six Lac Five Hundred Forty Two & Sixty 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

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 where there is a change as

4 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.

A.E. Divisional Accountant

Petlad Irrigation Division Petlad Irrigation Division

Petlad Petlad

Deputy Executive Engineer Executive Engineer

Sojitra Irrigation Sub Petlad Irrigation Division

Sojitra Petlad