Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of work - Constructing New Box Type Barrel In Place Of Existing MDRB at Ch. 84680 On

Nadiad Branch Canal (Alindra To Chaklasi)

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

1 Excavation for foundation in all sorts of soil inclu. CM 1655.00 107.80

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 6.00 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 290.00 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 472.00 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 20 mm

BILL OF QUANTITIES

Name of work - Constructing New Box Type Barrel In Place Of Existing MDRB at Ch. 84680 On

Nadiad Branch Canal (Alindra To Chaklasi)

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

3C Providing & Laying in position with Batchmix plant & CM 327.00 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

3D Providing & Laying in position with Batchmix plant & CM 916.00 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 118.00 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 10 to

3F Providing & Laying in position with Batchmix plant & CM 9.00 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 139.80 82019.00

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all

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

BILL OF QUANTITIES

Name of work - Constructing New Box Type Barrel In Place Of Existing MDRB at Ch. 84680 On

Nadiad Branch Canal (Alindra To Chaklasi)

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

5 Providing and fixing in position pre-moulded asphalt or SM 9.00 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 81.00 587.70

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 WATER

7 Providing and filling the polysulphide joint sealent of Meter 235.00 181.20

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 16.00 369.20

sqcm) water spout with necessary iron gratting as per

9 Back filling the foundation trenches around the CM 562.00 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 6 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 177.00 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.

BILL OF QUANTITIES

Name of work - Constructing New Box Type Barrel In Place Of Existing MDRB at Ch. 84680 On

Nadiad Branch Canal (Alindra To Chaklasi)

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

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,

mm long complete as per clause

13 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. For

14 Dismantling the R.C.C. work and disposing off the stuff CM 120.00 1732.80

including stacking of the useful materials etc. complete

as directed.Light Reinforcement (Main bar upto 16 mm.

15 Dismantling the existing brick masonry including sorting CM 276.00 750.90

out and stacking the useful material and removing the

debries and making good the damages etc. complete as

directed. In Cement Mortar

16 Providing temporary all weather and fair weather NO 1.00 476143.00

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. Two Crore Forty Seven Lac Forty Nine Thousand Seven Hundred Fifty One & Eighty 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.

BILL OF QUANTITIES

Name of work - Constructing New Box Type Barrel In Place Of Existing MDRB at Ch. 84680 On

Nadiad Branch Canal (Alindra To Chaklasi)

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

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