Mahi Right Bank Canal Projects

BILL OF QUANTITIES

Name of work - Constructing New Box Type VRB In Place of Existing VRB at Ch.8100 Feet on U/S

of Existing Fall on Salun Escape (Salun Vanta-Bhagvatipura)

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

1 Excavation for foundation in all sorts of soil including yellow CM 1418.00 107.80

sandy gravelly soils, soft & hard murrum etc. in dry condition

including depositing the excavated stuff in uniform layers in

banks or as and where directed etc. complete for lead up to

500 m and all lift. (BY MACHINERY). Including dewatering.

2 Providing & Laying in position "NOMINAL MIX" cement CM 227.00 3346.00

concrete using cement, sand and crushed aggregate by mass

and machine mix for C.C./ R.C.C work including necessary

formworks centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc complete. Without

Dewatering and excluding cost of steel reinforcement. For

Foundation concrete / General purpose. C.C. Nominal Mix, M-

10 and MSA-40 mm

3A Providing & Laying in position "DESIGN MIX" cement CM 369.00 4190.00

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. For Footing of

column/ Abutment/ Pier/ Bottom slab of barrel/ Plinth

course/ Coping/ Approach Slab etc. Concrete grade M-15

3B Providing & Laying in position "DESIGN MIX" cement CM 114.00 4651.00

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. For Footing of

column/ Abutment/ Pier/ Bottom slab of barrel/ Plinth

course/ Coping/ Approach Slab etc. Concrete grade M-25

3C Providing & Laying in position "DESIGN MIX" cement CM 175.00 5642.00

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. For Column/

Beam/ Solid Slab of Road Bridge/ Barrel/ Cutoff wall etc.

Concrete grade M-25 and MSA-20 mm

3D Providing & Laying in position "DESIGN MIX" cement CM 32.00 5481.00

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. For Kerb/

Wearing coat. Concrete grade M-25 and MSA-10 to 20 mm

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

3E Providing & Laying in position "DESIGN MIX" cement CM 5.00 8023.00

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. For Perapet

wall of Road Bridge/ Structure. Concrete grade M-25 and

MSA-10 to 20 mm

4 Providing & Placing in position reinforcement bars including MT 36.20 82019.00

cutting, bending, welding joints where necessary, hooking

etc. complete as per drawing for all lead and lifts. TMT/ CRS

5 Providing and fixing in position pre-moulded asphalt or SM 5.00 1286.50

bitumen cork board of approved quality and specifications as

per design and drawing. 20 mm thickness

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

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

separately). 225 mm WIDE PVC WATER STOP

7 Providing and filling the polysulphide joint sealant of the meter 114.00 181.20

approved make in the expansion and contraction joints in

the C.C. lining including clearing the joints with air water jet.

8 Providing and fixing 110 mm diameter PVC Pipe (6 kgf/ sq. meter 11.00 369.20

cm) water spout with necessary iron grating as per design

9 Backfilling the foundation trenches around the structures etc CM 625.00 36.90

with selected excavated stuff including watering, ramming,

compacting etc. complete. (By Machinery)

10 Providing and fixing in position 1.80 m high above finished Nos. 2.00 3103.00

ground level canal data boards of standard size 1.20 m x

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

cm x 75 cm including painting existing data on the board etc.

complete as directed.

11 Wall painting (two coats) with plastic emulsion paint of SM 92.00 78.90

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

12 Providing and laying plain/ reinforced cement concrete lining SM 103.00 866.70

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/ slope

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

13 Providing and Placing in position mechanically woven double Nos. 368.00 1849.00

twisted , galvenized without PVC coating "GABIONS" 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 and tying with lacing wire of diameter 2.2mm and

arranging the same as instructed or as per drawing at the

locations/ structures etc including dressing the slope , minor

earth fill with all lead and lift etc complate. 1.00 m x 1.00 m x

0.60 m size (stone weight between 10 to 40 kg)

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

going construction work including dubbing, titeling etc.

complete including cost of cassette/ CD. For whole day

Rs. Eighty Lac Thirty One Thousand Two Hundred Thirty Seven & Eighty Five 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.

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