Constructing Box Type V.R.B. in place of damaged slab type VRB @ Ch.2310m on magharol bhalada Drain.

Bill Of Quantities

Memorandum showing items of works to be carried out

NAME OF Constructing Box Type V.R.B. in place of damaged slab type VRB @ Ch.2310m on

WORK : magharol bhalada Drain.

Quantity Estimated rate

estimated Total amount

estimated Total amount

but may Item Rs. in Rs. in Unit accoarding to

be more figs. words estimated quantities

ITEM NO :- 1 Dismantling the existing brick

masonry including sorting out and stacking the Rs. Seven

useful material and removing the debries and Hundred Fifty

1 54.00 making good the damages etc. complete as 750.90 CM

directed. In Cement Mortar Only

ITEM NO :- 2 Dismantling R.C.C. work and Rs. One

disposing off stuff including stacking of the Thousand

useful materials etc. complete as directed.(a) Seven

2 14.00 heavy reinforcement (Main bar up to 16mm Dia) 1732.80 Hundred CM

ITEM NO :- 3 Excavation for foundation in all

sorts of soil including yellow sandy gravelly soils

,soft & hard murrum etc. in dry condition Rs. One

including depositing the excavated stuff in Hundred

3 642.00 uniform layers in banks or as and where directed 107.80 Seven & CM

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

MACHINERY) Including dewatering. Only

ITEM NO :- 4 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 Rs. Three

formworks centering, scaffolding, compaction by Thousand

vibrator, curing as directed with all lead & lift etc Three

4 92.00 complete Without Dewatering and excluding cost

of steel reinforcement.(A) For Foundation Forty Six

concrete / General purpose.(a) C. C. Nominal Only

Mix, M-10 and MSA-40 mm

ITEM NO. 5 (A) 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 Rs. Four

without dewatering and excluding the cost of Thousand

5 76.00 steel reinforcement.(A) For Footing of column / 4190.00 One CM

Abutment / Pier / Bottom slab of barrel / Plinth Hundred

course / Coping /Approach slab etc.(b) Concrete Ninety Only

grade M-15 and MSA-20 mm

ITEM NO. 5 (B) 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 Rs. Four

without dewatering and excluding the cost of Thousand

6 36.00 steel reinforcement.(A) For Footing of column / 4651.00 Six Hundred CM

Abutment / Pier / Bottom slab of barrel / Plinth Fifty One

course / Coping /Approach slab etc.(e) Concrete Only

grade M-25 and MSA-20 mm

ITEM NO. 5 (C) 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, Thousand

curing as directed with all lead & lift etc complete Four

7 269.00 without dewatering and excluding the cost of steel 4457.00 Hundred

reinforcement.(B) For Pier and Abutments / Fifty Seven

Wing wall / Head wall / Return wall/Dowel wall Only

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

ITEM NO. 5 (D) 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 Four

8 8.00 without dewatering and excluding the cost of steel 5481.00 Hundred

reinforcement.(D) For Kerb / Wearing coat.(n) Eighty One

Concrete grade M-25 and MSA -10 to 20mm Only

ITEM NO. 5 (E) 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, Rs. Five

centering, scaffolding, compaction by vibrator, Thousand

9 39.00 curing as directed with all lead & lift etc complete 5642.00 Six Hundred CM

without dewatering and excluding the cost of steel Forty Two

reinforcement.(E) For Column / Beam / Solid Only

Slab of Road Bridge / Barrel / Cutoff wall etc.(q)

Concrete grade M-25 and MSA-20 mm

ITEM NO. 5 (F) 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, Rs. Eight

curing as directed with all lead & lift etc complete 8023.00 Thousand

without dewatering and excluding the cost of steel

reinforcement(F) For Perapet wall of Road Three Only

Bridge / Structure (t)Concrete grade M-25 and

MSA -10 to 20 mm

ITEM NO :- 6 Providing & Placing in position

reinforcement bars including cutting, bending,

welding joints where necessary, hooking etc.

complete as per drawing for all lead and lifts.TMT

11 6.60 Thousand MT

/ CRS (FE 500 D)

ITEM NO :- 7 Providing and laying in position

110 mm dia (6 kgf/sqcm) P.V.C. Pipe for weep

holes with non corroding jali in abutments, wing

walls, retaining walls etc. complete. Rs. Two

12 10.00 262.50 Sixty Two & Rmt

ITEM NO :- 8 Providing and fixing 110 mm

diameter P.V.C.Pipe (6 kgf / sqcm) Water spout Rs. Three

with necessary iron gratting as per design Hundred Sixty

Iteam NO:- 9 Back filling the foundation

trenches around the structures etc with selected

excavated stuff including watering, ramming,

compacting etc. complete. (By Machinery)

14 193.00 36.90 & Ninety Paise CM

Iteam No 10 Providing temporary all weather

and fair weather diversion suitable for traffic Rs. Two

during the construction period of the structure Thousand

including all safty measures including red One Hundred

15 23.0 lamps/ signals at night for traffic etc. comp.

ITEM NO :- 11 Providing temporary all weather

and fair weather drain diversion suitable for

drain water during the construction period of the Rs. Two

structure including all safty measures. Thousand

16 15.0 2096.97 Ninety Six & Rmt

ITEM NO :- 12 Providing and fixing in position

pre-moulded asphalt or bitumen cork board of Rs. One

approved quality and specifications as per design Thousand

and drawing.20 mm thickness Two

17 7.00 1286.50 Hundred m2

Iteam No:- 13 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 clods and dressing to the designed

18 158.00 canal section etc. with lead upto 500m and all 110.80 CM

lifts (for canals having capacity up to 300 Cusec)

( By Machinery )

Rs. Thirty Lac Sixty Seven Thousand Eighty one & Thirty two Paise Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs.

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e.1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - 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 / 16 /

CDate: 11/05/2017asstated in S.O.R. there fore 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. Rate :

Signeture of Contractor Deputy Executive Engineer

Drain Sub Division