Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of work - Constructing RCC Box Type VRB at Ch. 54232 ft on Nadiad Branch Canal

(Pansora to Untkhari)

Item Item of work Unit Qty. Rate Amount (Rs.)

1 Excavation for foundation in all sorts of soil inclu. CM 2293.00 107.80

yellow sandy gravelly soils, soft & hard murrum etc. in

dry condition inclu. depositing the excavated stuff in

uniform layers in banks or as and where directed etc.

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

MACHINERY) Including dewatering.

2 Providing & Laying in position "NOMINAL MIX" cement CM 458.00 3346.00

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./ R.C.C work inclu.

necessary formworks centering, scaffolding,

compaction by vibrator, curing as directed with all lead

& lift etc complete without Dewatering and excluding

cost of steel reinforcement. (A) For Foundation

concrete/ General purpose (a) C.C. Nominal Mix, M10

3A Providing & Laying in position with Batchmix plant & CM 218.00 4755.00

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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

M15 and MSA 20 mm

3B Providing & Laying in position with Batchmix plant & CM 471.00 5022.00

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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. (B) For

Pier & abutments/ Wing wall/ Head wall/ Return wall/

Dowel wall Etc. (g) Concrete grade M15 and MSA

3C Providing & Laying in position with Batchmix plant & CM 224.00 5216.50

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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. (e) Concrete grade

M25 and MSA 20 mm

BILL OF QUANTITIES

Name of work - Constructing RCC Box Type VRB at Ch. 54232 ft on Nadiad Branch Canal

(Pansora to Untkhari)

Item Item of work Unit Qty. Rate Amount (Rs.)

3D Providing & Laying in position with Batchmix plant & CM 373.00 6207.00

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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. (E) For

Column/ Beam/ Solid Slab of Road Bridge/ Barrel/

Cutoff wall etc. (q) Concrete grade M25 and MSA

3E Providing & Laying in position with Batchmix plant & CM 55.00 6047.00

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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. (D) For

Kerb/ Wearing coat (n) Concrete grade M25 and MSA

3F Providing & Laying in position with Batchmix plant & CM 8.00 8592.00

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work 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. (F) For

Parapet wall of Road Bridge/ Structure (t) Concrete

grade M25 and MSA 10 to 20 mm

4 Providing & Placing in position reinforcement bars MT 81.20 82019.00

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all

lead and lifts. TMT/ CRS (FE 500D)

5 Providing and fixing in position pre-moulded asphalt or SM 6.00 1286.50

bitumen cork board of approved quality and

specifications as per design and drawing. 20 mm

6 Providing and fixing in position PVC heavy duty water Meter 46.00 587.70

stops in barrels, troughs and wing walls with 25 mm

wide expansion joint as shown in drawing including

filling the joints with asphalt pad or bitumen cork

board of approved quality. (Asphalt pad or bitumen

cork board will be paid seperatly) 225 mm WIDE PVC

BILL OF QUANTITIES

Name of work - Constructing RCC Box Type VRB at Ch. 54232 ft on Nadiad Branch Canal

(Pansora to Untkhari)

Item Item of work Unit Qty. Rate Amount (Rs.)

7 Providing and filling the polysulphide joint sealent of Meter 56.00 181.20

the approved make in the expansion and contraction

joints in the C.C. lining including clearing the joints with

8 Providing and fixing 110 mm diameter PVC Pipe (6 kgf/ Meter 10.00 369.20

sqcm) water spout with necessary iron gratting as per

9 Back filling the foundation trenches around the CM 548.00 36.90

structures etc with selected excavated stuff including

watering, ramming, compacting etc. complete. (By

10 Providing and fixing in position 1.80 m high above No 2.00 3103.00

finished ground level canal data boards of standard

size 1.20 m x 0.90 m with MS angle 40 mm x 40 mm x

mm with 3 mm thick iron plate in 1:5:10 proportion

concrete block size 40 cm x 40 cm x 75 cm including

painting existing data on the board etc. complete as

11 Wall Painting (two Coats) with plastic emulsion paint of SM 101.00 78.90

approved brand & manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar dropping &

other foreign matter & sand papered smooth.

12 Type A, "W" Metal Beam Crash barrier. Providing & Meter 32.00 3354.21

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 2.0 mtr.

center to center, 1.80 mtr high, 1.10 mtr below road/

ground level, all steel parts and fitments to be

galvanized by hot dip process, all fittings will be

confirm to IS:1367 & IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as

13 Providing and laying plain/ reinforced cement concrete SM 343.00 866.70

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. (MACHINERY BASED by

"BATCH MIX PLANT & TRANSIT MIXER" - WITHOUT

PAVER WATER CURING) 20 cm thick lining in bed/

BILL OF QUANTITIES

Name of work - Constructing RCC Box Type VRB at Ch. 54232 ft on Nadiad Branch Canal

(Pansora to Untkhari)

Item Item of work Unit Qty. Rate Amount (Rs.)

14 Providing videography on the occasion of function or days 3.00 2050.85

for on going construction work including dubbing,

titeling etc. complete including cost of cassette/ CD.

15 Dismantling the R.C.C. work and disposing off the stuff CM 112.00 1732.80

including stacking of the useful materials etc. complete

as directed.Light Reinforcement (Main bar upto

16 Dismantling the existing brick masonry including CM 112.00 750.90

sorting out and stacking the useful material and

removing the debries and making good the damages

etc. complete as directed. In Cement Mortar

17 Providing temporary all weather and fair weather NO 1.00 576317.00

diversion suitable for traffic during the construction

period of the structure including providing necessary

drain diversion and all safty measures including red

lamps/ signals at night for traffic etc. comp.

Rs. One Crore Seventy Lac Seventy Four Thousand Eight Hundred Twenty One & Forty Seven

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.

Note 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.

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

Note 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/ C, Date. 11/05/2017 as 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.

Signature of contractor. Deputy Executive Engineer

Nadiad Irrigation Sub Division