Constructing R.C.C. Box type VRB @ Ch.10500’ ft of Anklav Sub Minor Ex. Navakhal Minor.

Dismantalling the C.C. lining including including disposing off the dismentalled materials

1 as directed etc. complete.(A) 7.50 cm thick 56.00 SM 86.50

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

2 layers in banks or as and where directed etc. complete for lead upto 500 m and all lift. (BY 156.00 Cum 102.40

MACHINERY)Excluding dewatering.

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.

3(a) necessary formworks centering, scaffolding, compaction by vibrator, curing as 95.00 Cum 3346.00

directed with all lead & lift etc complete Without Dewatering and excluding cost of

steel reinforcement.(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/Abutments/Pier/Bottom Slab of Barrel/

Plinth Course/Coping etc.(a) 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. (B) For Footing of column/Abutments/Pier/Bottom Slab of Barrel/

Plinth Course/Coping etc.(a) Concrete grade M-25 and MSA-20 mm

BILL OF QAUANTITIES

Constructing R.C.C. Box type VRB @ Ch.10500' ft of Anklav Sub Minor Ex. Navakhal Minor.

Description of Item Qty Unit Rate(Rs.) Amount (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. (C) For Column/Beam/Solid Slab of Road Bridge/ Barrel/Cutoff

Wall/Approach Slab 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

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. (E) For Parapet wall of Road Bridge/Structure(t) Concrete Grade M-

25 and MSA-10 to 20 mm

Providing & Placing in position reinforcement bars including cutting, bending,

5 welding joints where necessary, hooking etc. complete as per drawing for all lead 5.8822 MT 82019.00

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

Providing and fixing 110 mm diameter P.V.C. pipe (6kgf/sqcm) Water spout with

necessary iron gratting as per design

White washing with lime on wall surface (two coats) to give an even shade

7 including thoroughly booming the surface to remove all dirt, dust; mortar drops 38.00 Sqmt 12.69

and other foreign matter.

BILL OF QAUANTITIES

Constructing R.C.C. Box type VRB @ Ch.10500' ft of Anklav Sub Minor Ex. Navakhal Minor.

Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

8 excavated stuff including watering, ramming, compacting etc. complete. (By 18.00 Cum 36.90

Machinery)

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA

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 lining in Bed / Slope

20 cm thick lining in Bed / Slope

Carrying Out "Structure Plate Load Test" as per GERI Vadodara's SOR for the

year 2025-26 (SOR available on GERI website)

Rs. Eighteen lakh Twenty Seven Thousand Two Hundred and Ninty Paisa 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

BILL OF QAUANTITIES

Constructing R.C.C. Box type VRB @ Ch.10500' ft of Anklav Sub Minor Ex. Navakhal Minor.

Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

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

4 /16/CDate:11/05/2017 as 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.

Signature of contractor. Deputy Executive Engineer Divisional Accountant

Borsad Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Price Adjustment Statement

Qty Brake up of Rate Brack Up Amount

Item Estimated Plant & Plant &

Item of work GST Rate Unit Amount (Rs.) Other Other Net Amount

No. but may be Labour Cement Steel Bitumen POL Machinery Labour Cement Steel Bitumen POL Machinery

(Rs.) Material Material

more or less Spares Spares

Dismantalling the C.C. lining

including including disposing off the

dismentalled materials as directed

etc. complete.(A) 7.50 cm thick

Excavation for foundation in all sorts

of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry

condition including depositing the

2 excavated stuff in uniform layers in 156.00 102.40 Cum 15974.40 14.33 0.00 0.00 0.00 45.02 43.05 0.00 2235.48 0.00 0.00 0.00 7023.12 6715.80 0.00

banks or as and where directed etc.

complete for lead upto 500 m and all

lift. (BY MACHINERY)Excluding

dewatering.

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.(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/Abutments/Pier/Bottom

Slab of Barrel/ Plinth Course/Coping

etc.(a) 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

all lead & lift etc complete without

dewatering and excluding the cost of

steel reinforcement. (B) For Footing

of column/Abutments/Pier/Bottom

Slab of Barrel/ Plinth Course/Coping

etc.(a) Concrete grade M-25 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

all lead & lift etc complete without

dewatering and excluding the cost of

steel reinforcement. (C) For

Column/Beam/Solid Slab of Road

Bridge/ Barrel/Cutoff Wall/Approach

Slab 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 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

4(e) by vibrator, curing as directed with 5.00 8023.00 Cum 40115.00 2735.21 2330.05 0.00 0.00 212.43 751.94 1993.37 13676.05 11650.25 0.00 0.00 1062.15 3759.70 9966.85

all lead & lift etc complete without

dewatering and excluding the cost of

steel reinforcement. (E) For Parapet

wall of Road Bridge/Structure(t)

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 (A)

TMT / CRS (FE 500 D)

Providing and fixing 110 mm

diameter P.V.C. pipe (6kgf/sqcm)

Water spout with necessary iron

gratting as per design

White washing with lime on wall

surface (two coats) to give an even

shade including thoroughly booming

the surface to remove all dirt, dust;

mortar drops and other foreign

Back filling the foundation trenches

around the structures etc with

watering, ramming, compacting etc.

complete. (By Machinery)

Providing and laying plain/reinforced

cement concrete lining of M

(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 lining in Bed /

20 cm thick lining in Bed / Slope

Carrying Out "Structure Plate Load

Test" as per GERI Vadodara's SOR for

the year 2025-26 (SOR available on

GERI website)

Total 1827200.90 Total 364519.86 503536.65 429972.35 0.00 71851.06 142171.00 315149.98

% of Price Adjustment 19.950 27.558 23.532 0.000 3.932 7.781 17.248

Deputy Executive Engineer Executive Engineer

Anand Irrigation Sub Division Anand Irrigation Division

Anand Anand

Cement Requirement Statement

Work :- Constructing R.C.C. Box type VRB @ Ch.10500' ft of Anklav Sub Minor Ex. Navakhal Minor.

Sr Item cement

Description of Item Qty. Unit ption in

No. No. requirement

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.(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

2 4(a) directed with all lead & lift etc complete without dewatering and excluding the cost of steel reinforcement. (A) For 88.00 Cum 6.00

Footing of column/Abutments/Pier/Bottom Slab of Barrel/ Plinth Course/Coping etc.(a) 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

3 4(b) directed with all lead & lift etc complete without dewatering and excluding the cost of steel reinforcement. (B) For 8.00 Cum 7.60

Footing of column/Abutments/Pier/Bottom Slab of Barrel/ Plinth Course/Coping etc.(a) Concrete grade M-25 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

4 4(c) directed with all lead & lift etc complete without dewatering and excluding the cost of steel reinforcement. (C) For 59.00 Cum 7.60

Column/Beam/Solid Slab of Road Bridge/ Barrel/Cutoff Wall/Approach Slab etc.(q) Concrete grade M-25 and MSA-

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 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

6 4(e) directed with all lead & lift etc complete without dewatering and excluding the cost of steel reinforcement. (E) For 5.00 Cum 7.60

Parapet wall of Road Bridge/Structure(t) Concrete Grade M-25 and MSA-10 to 20 mm

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

7 8 dewatering where required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER WATER CURING) 20 cm thick 37.00 Sqmt 1.20

lining in Bed / Slope

20 cm thick lining in Bed / Slope

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Borsad Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Steel Requirement Statement

Sr No. Item No. Description of Item Qty. Unit

Providing & Placing in position reinforcement bars including cutting, bending,

1 5 welding joints where necessary, hooking etc. complete as per drawing for all lead 5.882 MT

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

Deputy Exectutive Engineer Exectutive Engineer

Borsad Irrigation Sub Division Anand Irrigation Division

BorsaD Anand