Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Providing New Box Type VRB at Ch.1110 MT of Goblej Training Kans

Item No. Item of work Unit Qty

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

1 in banks or as and where directed etc. complete Cum 1294.00 107.80 Seven &

for lead upto 500 m and all lift. (BY Eighty

MACHINERY) Including dewatering. Paise Only

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, Rs. Three

curing as directed with all lead & lift etc complete Thousand

Without Dewatering and excluding cost of steel Three

reinforcement Hundred

(A) For Footing of column / Abutment / Pier / Forty Six

Bottom slab of barrel / Plinth course / Coping etc. Only

(a) Concrete grade M-10 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 all lead & lift etc complete without

dewatering and excluding the cost of steel

(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping etc. Rs. Four

(a) Concrete grade M-15 and MSA-20 mm Thousand

(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping Thousand

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

(E) For Column / Beam / Solid Slab of Road Rs. Five

Bridge / Barrel / Cutoff wall/ Approach Slab etc. Thousand

3C (m) Concrete grade M-25 and MSA-20 m Cum 131.00 5642.00

SCHEDULE -'B'(Bill of Quantity)

Providing New Box Type VRB at Ch.1110 MT of Goblej Training Kans

(D) For Kerb / Wearing coat.(n) Concrete grade Rs. Five

M-25 and MSA -10 to 20mm Thousand

(F) For Perapet wall of Road Bridge / Rs. Eight

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

Providing & Placing in position

reinforcement bars including cutting, Rs. Eighty

bending, welding joints where necessary, Two

4 hooking etc. complete as per drawing for all MT 20.40 82019.00 Thousand

lead and lifts. (B) TMT Ninteen

Providing and fixing in position pre-moulded Rs. One

asphalt or bitumen cork board of approved Thousand

quality and specifications as per design and Two

5 drawing. Sqmt 6.00 1286.50 Hundred

20 mm thickness Eighty Six &

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 Rs. Five

drawing including filling the joints with asphalt Hundred

pad or bitumen cork board of approved quality. Eighty

(Asphalt pad or bitumen cork board will be paid Seven &

seperatly)225 mm WIDE P.V.C. WATER STOP Seventy

Providing and filling the polysulphide joint

sealent of the approved make in the expansion

and contraction joints in the C.C. lining including Rs. One

clearing the joints with air water jet Hundred

7 Meter 51.00 181.20 Eighty One

Providing and fixing 110 mm diameter

P.V.C..Pipe (6 kgf / sqcm) Water spout with

necessary iron gratting as per design Rs. Three

8 Meter 4.00 369.20 Sixty Nine

Backfilling the foundation trenches around the

structures etc with selected excavated stuff

including watering, ramming, compacting etc. Rs. Thirty

complete. (By Machinery) Six &

SCHEDULE -'B'(Bill of Quantity)

Providing New Box Type VRB at Ch.1110 MT of Goblej Training Kans

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 Rs. Three

40mm x 40mm x 6mm with 3mm thick iron plate Thousand

in 1:5:10 proportion concrete block size 40cm x

40cm x 75 cm including

Wall Painting (two Coats) with plastic emulsion

paint of approved brand & manufacture on

undecorated wall surface to give an even shade Rs. Seventy

including throughly brushing the surface free Eight &

from mortar dropping & other foreign matter & Ninety

sand papered smooth . Paise Only

Providing and placing in position mechanically

doubly twisted highly galvanized, without PVC

coating "GABIONS" of size mention below, made

of mesh size 10 x 12 cm woven wire including

providing and laying stones of size not less than

25 kg in the gabions and arranging the same as Eight

12 instructed in the breached section or such other Nos 361.00 1849.0000

locations/ structures,etc complete incl dressing Forty Nine

the slope,minor earth filling. Only

(b) 1.00 m x 1.00 m x 0.60 m size

Carrying out "Structure Plate load Test" as per Rs. Forty

GERI -Vadodara's SOR for the Year 2023-24 (SOR Nine

13 available on GERI web site) Nos 1.00 49806.00

In Words: Rs. Sixty Three Lac Sixty Eight Thousand Eight Hundred Forty One & Eighty 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.

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

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.

SCHEDULE -'B'(Bill of Quantity)

Providing New Box Type VRB at Ch.1110 MT of Goblej Training Kans

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by

supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand

total of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-24)

Signature of agency

Tedner Clerk Deputy Executive Engineer

Shedhi Irrigation Division Meshwo Irrigation Sub Division

Executive Engineer Divisional Accoutant

Shedhi irrigation Division Shedhi Irrigation Division