Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Providing C.C. lining to Hariyala Distry Ex Kajipura Branch Canal with Structures.

Item No. Item of work Unit Qty

Clearing the shrubs, like akadas, weeds and other

vegetables including depositing the same outside

and burning etc. complete from canal bed, top Rs. Five

and both slopes of the banks, for canal with Thousand

discharge.For Canals Below 20 Cusec. Seven

Clearing the silt from the CANAL BED / SLOPE by

digging the same to the required bed level and

gradient including depositing the excavated

earth regularly in spoil bank for utilizing the same

preparing the banks after breaking clods as and

where directed for lead upto 50 m. and all lifts. Rs. Fifty

(BY MACHINERY) Seven &

Earth work in embankment using selected soil,

soft & hard murrum excavated from approved

borrow area / village tanks etc. Including Rs. One

conveying, spreading in uniform layers, breaking Hundred

3A clods and dressing to the designed canal section Cum 1572.00 110.80 Ten &

etc. with lead upto 500m and all lifts Eighty

(for canals having capacity up to 300 Cusec) ( By Paise Only

Earthwork/Back filling with selected earth

including watering ramming,Compaction with

pnuematic temping with all lead and all lift etc Rs. One

complete. Hundred

3B Cum 1.00 144.5000 Forty Four

Compaction for making embankment for canal by

laying in regular layers of 15 cm in thickness

including breaking clods to 25 mm size incl. light

rolling by suitable rollers with slight watering to Seven &

4 facilitate rolling and dressing the side slopes etc. Cum 2195.00 27.70

SCHEDULE -'B'(Bill of Quantity)

Providing C.C. lining to Hariyala Distry Ex Kajipura Branch Canal with Structures.

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 dewatering where required. Twenty

5 (MACHINERY BASED by "FLORI" - WITHOUT Sqmtr 7830.00 327.90

PAVER WATER CURING) Ninety

Providing groove and filling expansion joint of

size 12 mm wide and 25 mm deep in canal lining Rs. Thirty

during construction with two coats of primer and Four &

filled with bituminous and fine sand in Seventy

proportion of 2:1, as directed etc. complete. Paise Only

Dismantling the brick pitching including sorting Rs. Fifty

out and stacking of the useful materials on site Seven &

7 including removing the rubbish etc. complete as Cum 1587.00 57.80

directed. Paise Only

Dismantling the existing brick masonry including Rs. Seven

sorting out and stacking the useful material and Hundred

8 removing the debris and making good the Cum 14.00 750.90 Fifty &

damages etc. complete as directed. In Cement Ninety

Mortar. Paise Only

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

stuff including stacking of the useful materials Thousand

etc. complete as directed.Light Reinforcement ( Seven

9 Main bar upto 16 mm. dia. ) Cum 1.00 1732.80 Hundred

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft & hard

murrum etc. in dry condition including Rs. One

depositing the excavated stuff in uniform layers Hundred

10 in banks or as and where directed etc. complete Cum 101.00 107.80 Seven &

for lead up to 500m and all lift. (BY

MACHINERY)Including dewatering.

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

11A dewatering and excluding the cost of steel Cum 23.00 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

SCHEDULE -'B'(Bill of Quantity)

Providing C.C. lining to Hariyala Distry Ex Kajipura Branch Canal with Structures.

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 Thousand

reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc.(b) 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 Rs. Four

directed with all lead & lift etc complete without Thousand

dewatering and excluding the cost of steel Five

reinforcement.(A) For Footing of column / Hundred

Abutment / Pier / Bottom slab of barrel / Plinth Forty Three

course / Coping / Approach Slab etc.(c) Concrete Only

grade M-20 and MSA-20 mm

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

where necessary, hooking etc. complete as per Rs. Eighty

drawing for all lead and lifts. TMT / CRS Two

12 MT 4.518 82019.00 Thousand

Providing and laying in position 110 mm dia (6 Rs. Two

kgf/sqcm) P.V.C. Pipe for weep holes with non Hundred

13 corroding jali in abutments, wing walls, retaining Meter 48.00 262.50 Sixty Two &

walls etc. complete. Fifty Paise

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

pipe (6kgf/sqcm) Water spout with necessary Hundred

14 iron gratting as per design Meter 1.80 369.20 Sixty Nine

Providing temporary all weather and fair weather Rs. One

diversion suitable for traffic during the Thousand

construction period of the structure including One

15 providing necessary drain diversion and all safty Meter 10.00 1103.10 Hundred

measures including red lamps/ signals at night Three &

for traffic etc. comp. Ten Paise

Back filling the foundation trenches around the Rs. Thirty

structures etc with selected excavated stuff Six &

16 including watering, ramming, compacting etc. Cum 34.00 36.90

complete. (By Machinery) Paise Only

SCHEDULE -'B'(Bill of Quantity)

Providing C.C. lining to Hariyala Distry Ex Kajipura Branch Canal with Structures.

Providing and fixing in position ( different

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

filling and caulking the joints with cement mortar Hundred

17 1:1 proportion, finishing to design grade and Meter 13.00 635.70 Thirty Five

level curing etc. complete for all leads and & Seventy

lifts.NP-2 class 300 mm dia pipe. Paise Only

Overhauling and oiling greasing of CR/HR gates

of branch/distributary/minor etc comp as Rs. One

directed.New / Repairing of steel gate including Hundred

providing basic steel material; M.S. Shaft plate, Twenty

angles, channels etc. incl. fabrication Seven &

transporting to site & erection and painting etc. Twenty

complete. Paise Only

Providing and fixing the iron rod for steel gates

including providing big size thread and finishing Rs. One

as required etc comp.b- dia of bar 50mm rod Thousand

19A Rmt 3.00 1740.80 Hundred

Providing and fixing the iron rod for steel gates

including providing big size thread and finishing Rs. One

as required etc comp.b- dia of bar 38mm rod Thousand

19B Rmt 7.00 1268.50 Hundred

Providing and fixing heavy duty CI nut for steel

gates as directed etc comp.b- for 50mm and 63 Rs. Two

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

20A Nos 1.00 2795.40 Hundred

Providing and fixing heavy duty CI nut for steel

gates as directed etc comp.a- for 38 mm dia rod

and height of nut is 120 x 120 x 100 cutting Rs. One

20B Nos 5.00 1300.00 Three

Providing and fixing heavy duty thrust bearing for

following dia as directed etc comp.a- for 38 mm

dia and 50 mm dia bar and ID/OD 65mm to

21 Nos 6.00 800.0000 Hundred

SCHEDULE -'B'(Bill of Quantity)

Providing C.C. lining to Hariyala Distry Ex Kajipura Branch Canal with Structures.

In Words: Rs. Forty Three Lac Ninety Five Thousand Three Hundred Twenty Eight & Eighty Eight 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

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