Constructing new box type barrel in place of existing VRB @ ch. 5400 mt. on Bhalada Balinta Drain.

Bill Of Quantities

Memorandum showing items of works to be carried out

NAME OF Constructing new box type berrel in place of existing VRB @ ch 5400 mt. on bhalada balinta

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 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

1 915.00 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 :- 2 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 including Rs. Three

necessary formwork, centering, scaffolding, Thousand

compaction by vibrator, curing as directed with Three

2 233.00 all lead & lift etc complete without dewatering 3346.00 CM

and excluding the cost of steel reinforcement. (A) Forty Six

For Foundation concrete / General purpose (a) Only

C,C Nominal mix,M-10 and MSA-40 mm

ITEM NO :- 3 (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

without dewatering and excluding the cost of

steel reinforcement. (A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping etc. (a) Concrete grade M-15

ITEM NO :- 3 (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, Rs. Four

curing as directed with all lead & lift etc complete Thousand

4 109.00 without dewatering and excluding the cost of 4651.00 Six Hundred CM

steel reinforcement. (A) For Footing of column / Fifty One

Abutment / Pier / Bottom slab of barrel / Plinth Only

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

grade M-25 and MSA-20 mm

ITEM NO :- 3 (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,

curing as directed with all lead & lift etc complete

without dewatering and excluding the cost of

5 150.00 5642.00 Six Hundred CM

steel reinforcement.(E) For Column / Beam /

Solid Slab of Road Bridge / Barrel / Cutoff wall

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

ITEM NO :- 3 (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, Rs. Five

centering, scaffolding, compaction by vibrator, Thousand

curing as directed with all lead & lift etc complete Four

6 27.00 without dewatering and excluding the cost of 5481.00 CM

steel reinforcement. (D) For Kerb / Wearing Eighty One

coat. (n) Concrete grade M-25 and MSA -10 to Only

ITEM NO :- 3 (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,

centering, scaffolding, compaction by vibrator, Rs. Eight

curing as directed with all lead & lift etc complete Thousand

7 4.00 without dewatering and excluding the cost of 8023.00 CM

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 :- 4 Providing and fixing in position (

different diameter ) I.S.,NP-3 class reinforced pipe Rs. Two

with caulking the joints with cement mortar 1:1 Thousand

proportion,using jute string soaked in cement Eight

8 12.50 slurry, finishing joints and laying pipes to the 2857.70 Hundred Rmt

designed grade and levels, curing etc. complete Fifty Seven

for all leads and lifts.(NP-3 class 900 MM dia & Seventy

pipe.) Paise Only

ITEM NO :- 5 Providing & Placing in position

reinforcement bars including cutting, bending,

welding joints where necessary, hooking etc.

9 32.60 82019.00 Thousand MT

complete as per drawing for all lead and lifts.TMT

/ CRS (FE 500 D)

ITEM NO :- 6 Providing and fixing in position Rs. One

pre-moulded asphalt or bitumen cork board of Thousand

approved quality and specifications as per design Two

10 5.00 and drawing.20 mm thickness 1286.50 Hundred m2

ITEM NO :- 7 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 Rs. Five

with asphalt pad or bitumen cork board of Hundred

11 39.00 approved quality. (Asphalt pad or bitumen cork 587.70 Eighty Seven Rmt

board will be paid separately) 225 mm WIDE & Seventy

P.V.C. WATER STOP Paise Only

ITEM NO :- 8 Providing and filling the Rs. One

polysulphide joint sealant of the approved make Hundred

12 60.00 in the expansion and contraction joints in the c.c. 181.20 Eighty One Rmt

lining including clearing the joints with air water & Twenty

jet. Paise Only

ITEM NO :- 9 Providing and fixing 110 mm Rs. Three

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

13 9.00 with necessary iron gratting as per design 369.20 Sixty Nine & Rmt

ITEM NO :- 10 Backfilling the foundation

trenches around the structures etc

with selected excavated stuff including watering,

14 224.00 36.90 Six & Ninety CM

compacting etc. complete. (By Machinery)

ITEM NO :- 11 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 Rs. Three

M.S. angle 40mm x 40mm x 6mm with 3mm Thousand

15 2.00 thick iron plate in 1:5:10 proportion concrete 3103.00 One No

block size 40cm x 40cm x 75cm including Hundred

painting existing data on the board etc. complete Three Only

ITEM NO :- 12 Wall painting (two coats) with

plastic emulsion paint of approved brand &

manufacture on undecorated wall surface to give Rs. Eighty

an even shade including throughly brushing the Two &

surface free from mortar droping & other foreign Eighty Five

matter & sand papered smooth. Paise Only

ITEM NO :- 13 Providing and Placing in position

mechanically woven double twisted , galvenized

without PVC coating "GABIONS" boxes as per IS

16014:2012 made of mesh size 10 X 12 cm with

Mesh wire diameter 3.0 mm, including proving

and lying stones with least dimention of 200mm Rs. One

and tying with lacing wire of diameter 2.2mm and Thousand

arranging the same as instructed or as per Eight

drawing at the locations/ structures etc including Hundred

dressing the slope , minor earth fill with all lead Forty Nine

and lift etc complate (b) 1.00 m x 1.00 m x 0.60 Only

ITEM NO :- 14 Carrying out "Structure Plate load

Test" as per GERI- Vadodara's SOR for the Year Rs. Forty Three

18 1.00 2025-26 (SOR available on GERI web site ) 43912.00 No

ITEM NO :- 15 Dismantling the R.C.C. work and

disposing off the stuff including stacking of the

useful materials etc. complete as directed. Heavy

19 33.00 2021.60 Twenty One & M3

Reinforcement ( Main bar above 16 mm. dia. )

ITEM NO :- 16 Dismantling the R.C.C. work and Rs. One

disposing off the stuff including stacking of the Thousand

useful materials etc. complete as directed. Light Seven

20 7.00 Reinforcement ( Main bar upto 16 mm. dia. ) 1732.80 Hundred M3

ITEM NO :- 17 Dismantling the existing brick

masonry including sorting out and stacking the

useful material and removing the debris and

making good the damages etc. complete as

directed. In Cement Mortar

ITEM NO :- 18 Providing temporary all weather Rs. Five

and fair weather diversion suitable for traffic Thousand

during the construction period of the structure Eight

22 85.00 including providing necessary drain diversion 5834.00 Rmt

and all safety measures including red Thirty Four

lamps/signals at night for traffic etc.comp. Only

Rs. Seventy Nine Lac Thirty Seven Thousand Nine Hundred seventy Three & Fourty 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