Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Restoration of VRB At Ch. 6000mt of Kharola Branch Canal (Near Chalindra Village)

Item No. Item of work Unit Qty

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 Ninety

Mortar Paise Only

Dismentalling the existing RCC work including

disposing the dismentalled stuff including sorting Rs. One

out and stacking the useful materials and Thousand

removing the debries and making good the

2 Cum 95.00 1732.80 Hundred

damage etc. complete as directed.

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 Hundred

3 in banks or as and where directed etc. complete Cum 781.00 107.80 Seven &

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

MACHINERY) Including dewatering. Paise 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, 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

(b) Concrete grade M-15 and MSA-40 mm Thousand

4A Cum 191.00 4012.50 Twelve &

(B) For Pier and Abutments / Wing wall / Head

wall / Return wall etc. Thousand

(e) Concrete grade M-15 and MSA-40 mm Three

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

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

4C (m) Concrete grade M-25 and MSA-20 mm Cum 260.00 5642.00

SCHEDULE -'B'(Bill of Quantity)

Restoration of VRB At Ch. 6000mt of Kharola Branch Canal (Near Chalindra Village)

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

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

to 20 mm Twenty

(D) For Kerb/ Wearing Coat etc. Rs. Five

(J) Concrete grade M-25 and MSA -10 to 20 m Thousand

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

5 reinforcement Cum 127.20 3346.00

(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 & Placing in position

reinforcement bars including cutting,

bending, welding joints where necessary,

6 hooking etc. complete as per drawing for all Qtl 324.00 7194.00

lead and lifts. (B) TMT FE500D Ninety Four

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 filling the joints with asphalt Rs. Five

pad or bitumen cork board of approved quality. Hundred

(Asphalt pad or bitumen cork board will be paid Eighty

seperatly)225 mm WIDE P.V.C. WATER STOP Seven &

Providing and filling the polysulphide joint

sealent of the approved make in the expansion Rs. One

and contraction joints in the C.C. lining including Hundred

8 clearing the joints with air water jet Meter 69.00 181.20 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

9 Meter 6.00 369.20 Sixty Nine

SCHEDULE -'B'(Bill of Quantity)

Restoration of VRB At Ch. 6000mt of Kharola Branch Canal (Near Chalindra Village)

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

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

40cm x 75 cm including Three Only

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 temporary all weather and fair weather

diversion suitable for traffic during the

construction period of the structure including

providing necessary drain diversion and all safety

measures including red lamps/ signals at night for

traffic including dismantling and removing all the Rs. Sixty Six

12A materials from the canal etc. complete (For Nos 1.00 66042.00

Inside Canal Section)

Providing temporary all weather and fair weather

diversion suitable for traffic during the

construction period of the structure including

providing necessary drain diversion and all safety

measures including red lamps/ signals at night for Thousand

12B traffic including dismantling and removing all the Nos 1.00 196829.00 Eight

materials from the canal etc. complete (For Hundred

Outside Canal Section) Twenty

Providing and laying empty cement bags with

good selected earth including stitching and laying

as and where required. (Polywoven bag of 50 kg Rs. Twenty

Capacity) Five &

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)

Restoration of VRB At Ch. 6000mt of Kharola Branch Canal (Near Chalindra Village)

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, 70 cm above road/ground

level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre,

m high, 1.1 m below ground/road level, all steel Thousand

parts and fitments to be galvanised by hot dip Three

15 process, all fittings to conform to IS:1367 and Meter 40.00 3321.0000

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

vertical post with a spacer of channel section 150 One Only

x 75 x 5 mm, 330 mm long complete as per clause

Providing and fixing in position ( different

diameter ) NP2 R.C.C. pipe with collar including Rs. Two

filling and caulking the joints with cement mortar

16 1:1 proportion, finishing to design grade and level Meter 30.00 2200.80

curing etc. complete for all leads and lifts.NP-2 Eighty

class 900 mm dia pipe. Paise Only

In Words: Rs. Seventy Three Lac Thirty Seven Thousand Two Hundred Twenty Six & Thirty 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.

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

SCHEDULE -'B'(Bill of Quantity)

Restoration of VRB At Ch. 6000mt of Kharola Branch Canal (Near Chalindra Village)

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