Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Restoration of CR(Sluice No.10), CR(Sluice No.13) of Kharola Branch Canal & Restotation of HR Cum VRB At

Ch.0 mt of Chalindra Tank Feeder

Item No. Item of work Unit Qty

Dismentaling the existing brick masonary

including sorting out and stacking the useful

material and removing the debres and making

good the damage etc.complete as directed. Ninety

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

stuff including stacking of the useful materials Rs. One

etc. complete as directed.Light Reinforcement ( Thousand

Main bar upto 16 mm. dia. )

2 Cum 46.00 1732.80 Hundred

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 Hundred

3 as and where directed etc. complete for lead up Cum 1403.00 107.80 Seven &

to 500m and all lift. (BY MACHINERY) Eighty

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 Rs. Four

directed with all lead & lift etc complete without Thousand

4A dewatering and excluding the cost of steel Cum 440.00 4012.50 Twelve &

reinforcement.'(A) For Footing of column / Fifty Paise

Abutment / Pier / Bottom slab of barrel / Plinth Only

course / Coping / Approach Slab etc.'(b)

Concrete grade M-15 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 Rs. Four

directed with all lead & lift etc complete without Thousand

dewatering and excluding the cost of steel Four

4B reinforcement.'(B) For Pier and Abutments / Cum 951.00 4457.00

Wing wall / Head wall / Return wall / Dowel Wall Fifty Seven

etc.'(g) Concrete grade M-15 and MSA-20 mm Only

SCHEDULE -'B'(Bill of Quantity)

Restoration of CR(Sluice No.10), CR(Sluice No.13) of Kharola Branch Canal & Restotation of HR Cum VRB At

Ch.0 mt of Chalindra Tank Feeder

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 Rs. Five

dewatering and excluding the cost of steel Thousand

reinforcement.'(E) For Column / Beam / Solid Six

4C Slab of Road Bridge / Barrel / Cutoff wall etc.'(q) Cum 442.00 5642.00

Concrete grade M-25 and MSA-20 mm Forty Two

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 Rs. Four

dewatering and excluding the cost of steel

reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth Ninety Only

course / Coping / Approach Slab etc.(a) C. C.

design, M-15 and MSA-20 mm

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

where necessary, hooking etc. complete as per

5 drawing for all lead and lifts. (B) TMT Qtl 417.00 7194.00

Providing and fixing in position pre-moulded

asphalt or bitumen cork board of approved

quality and specifications as per design and

20 mm thickness

6 Sqmt 114.00 1286.50 Hundred

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

7 pad or bitumen cork board of approved quality. Mtr 97.00 587.70

(Asphalt pad or bitumen cork board will be paid Seventy

seperatly) Paise Only

225 mm WIDE P.V.C. WATER STOP

SCHEDULE -'B'(Bill of Quantity)

Restoration of CR(Sluice No.10), CR(Sluice No.13) of Kharola Branch Canal & Restotation of HR Cum VRB At

Ch.0 mt of Chalindra Tank Feeder

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.

8 Mtr 239.00 181.20 Eighty One

Backfilling the foundation trenches around the

structures etc with selected excavated stuff

including watering, ramming, compacting etc. Rs. Thirty

complete. (By Machinery) Six &

Providing and fixing in position 1.80 m high

above finished groundup 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

10 in 1:5:10 proportion concrete block size 40cm x Nos 6.00 3103.00 One

40cm x 75 cm including painting existing data on

the board etc. complete as directed.

Dewatering during excavation of canals, drains, Rs. Thirty

foundation trenches etc. by using pumps of One

suitable capacity either diesel or electric driven Lum- Thousand

including cost of labour, pipes etc. for delivery sum Five

distance beyond 100 m. (By Machinery) Hundred

Providing and Placing in position mechanically

woven double twisted , galvenized without PVC

coating "GABIONS" made of mesh size 10 X 12 cm

with Mesh wire diameter 3.0 mm, including

proving and lying stones with least dimention of Rs. One

200mm and tying with lacing wire of diameter Thousand

2.2mm and arranging the same as instructed or Eight

as per drawing at the locations/ structures etc Hundred

including dressing the slope , minor earth fill with Forty Nine

all lead and lift etc complate . (b) 1.00 m x 1.00 m Only

(stone weight between 10kg to 40kg)

Earth work in embankment using selected soil,

soft & hard murrum excavated from approved

borrow area / village tanks etc. Including

conveying, spreading in uniform layers, breaking

13 clods and dressing to the designed canal section Cum 130.00 77.20

etc. with lead upto 500m and all lift. Paise Only

(For canals having capacity beyond 300 Cusec) (

Dismantling charges of existing steel structure of Rs. Four

gate & its parts at site & stacking the same at site Thousand

14 MT 11.00 4126.10 Hundred

SCHEDULE -'B'(Bill of Quantity)

Restoration of CR(Sluice No.10), CR(Sluice No.13) of Kharola Branch Canal & Restotation of HR Cum VRB At

Ch.0 mt of Chalindra Tank Feeder

New / Repairing of steel gate including providing Rs. One

basic steel material; M.S. Shaft plate, angles, Hundred

channels etc. incl. fabrication transporting to site Twenty

& erection and painting etc. complete. Seven &

Providing and fixing the iron rod for steel gates

including providing big size thread and finishing Rs. Two

as required etc comp.c- dia of bar 60mm rod

Providing and fixing heavy duty CI nut for steel

gates as directed etc comp.b- for 50mm and

mm dia rod land height of nut is 160 x 160 x 120 Seven

17 cutting Nos 9.00 2795.40 Hundred

Providing and fixing heavy duty thrust bearing for Rs. Nine

following dia as directed etc comp.b- for 63mm Hundred

dia bar and ID/OD 105mm to 150mm. Sixty Four

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 &

Taking of Videograpy For Execution Work Before

Start, Running Work & Work After Completion

20 Job 1.00 4000.00 Thousand

Providing WBM Road 25 cm thick including

supplying of crussed stone aggregate 25 to

mm & bindage materials with spreading stone

aggregates & bindage materials to filling in the

gaps in metal and levellig to camber and gradient

21 Sqmt 330.00 356.03 Fifty Six &

with rolling and consolidation of soiling by Three Paise

suitable road rollers as directed. etc complete as Only

Providing and fixing 110 mm diameter P.V.C..Pipe Rs. Three

(6 kgf / sq cm) Water spout with necessary iron Hundred

22 grating as per design Meter 6.00 369.20 Sixty Nine

In Words: Rs. One Crore Seventy Nine Lac Thirty Six Thousand Three Hundred Four & Seventy 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.

SCHEDULE -'B'(Bill of Quantity)

Restoration of CR(Sluice No.10), CR(Sluice No.13) of Kharola Branch Canal & Restotation of HR Cum VRB At

Ch.0 mt of Chalindra Tank Feeder

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

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