Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of Work :- Constructing R.C.C.Box Type Barrel in Place of Existing damaged V.R.B @ ch.8385 & @

ch.8700 meter on Nadiad Dabhan Zarol Lateral Drain

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

Dismantling the existing brick masonry including sorting out and

stacking the useful material and removing the debries and

making good the damages etc. complete as directed. In Cement

Dismantling the R.C.C. work and disposing off the stuff Including

stacking of the useful materials etc.complete as directed.(a) Light

Reinforcement(Mair bar upto 16 mm.dia.)

Excavation for foundation in all sorts of soil including yellow

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 upto

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

Providing rubble and sand layer including supplying of rubble &

coarse clean sharp sand at site including spreading rubble &

coarse sand materials in 25 cm layer including filling in the gaps

in rubble, and levelling etc.complete as directed (80% rubble &

20% coarse sand) including consolidation, watering etc.

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 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, M-10 and MSA-40 mm

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

6a complete without dewatering and excluding the cost of steel CM 391.00 4190.00

reinforcement.(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping/Approach Slab

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

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

6b complete without dewatering and excluding the cost of steel CM 85.00 4651.00

reinforcement.(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping/Approach Slab

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

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

6c complete without dewatering and excluding the cost of steel CM 121.00 5642.00

reinforcement.(E) For Column / Beam / Solid Slab of Road

Bridge / Barrel / Cutoff wall / Approach Slab etc.(q) Concrete

grade M-25 and MSA-20 mm

BILL OF QUANTITIES

Name of Work :- Constructing R.C.C.Box Type Barrel in Place of Existing damaged V.R.B @ ch.8385 & @

ch.8700 meter on Nadiad Dabhan Zarol Lateral Drain

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

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.(D) For Kerb / Wearing coat.(n) Concrete grade M-

25 and MSA -10 to 20mm

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

6e complete without dewatering and excluding the cost of steel CM 6.00 8023.00

reinforcement.(F) For Perapet wall of Road Bridge / Structure(t)

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

Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc.

7 complete as per drawing for all lead and lifts. TMT / CRS(FE MT 23.31 82019.00

Providing and fixing in position pre-moulded asphalt or bitumen

8 cork board of approved quality and specifications as per design SQM 10.00 1286.50

and drawing.20 mm thickness

Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm)

9 Water spout with necessary iron gratting as per design meter 8.00 369.20

Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C.

10 Pipe for weep holes with non corroding jali in abutments, wing meter 204.00 262.50

walls, retaining walls etc. complete.

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 with asphalt pad

or bitumen cork board of approved quality. (Asphalt pad or

bitumen cork board will be paid seperatly) 225 mm WIDE P.V.C.

Providing and filling the polysulphide joint sealent of the

approved make in the expansion and contraction joints in the c.c.

lining including clearing the joints with air water jet.

BILL OF QUANTITIES

Name of Work :- Constructing R.C.C.Box Type Barrel in Place of Existing damaged V.R.B @ ch.8385 & @

ch.8700 meter on Nadiad Dabhan Zarol Lateral Drain

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

Wall Painting (two Coats) with plastic emulsion paint of approved

brand & manufacture on undecorated wall surface to give an

13 even shade including throughly brushing the surface free from SQM 100.00 78.90

mortar dropping & other foreign matter & sand papered smooth

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the structure

14a including providing necessary drain diversion and all safty Nos. 1.00 123319.00

measures including red lamps/ signals at night for traffic etc. com

Structure ch.8385 mt.

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the structure

14b including providing necessary drain diversion and all safty Nos. 1.00 123319.00

measures including red lamps/ signals at night for traffic etc. com

Structure ch.8700 mt.

Type:A, "W" Metal Beam Crash Barrier (Providing and 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 mm x

mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m

15 below ground/ road level, all steel parts and fitments to be Rmt 50.00 3354.21

galvanised by hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the vertical post with

a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm

complete as per clause 811)

Dismentalling the existing R.C.C. pipes including sorting out and

stacking the useful material of the following diameter including

16 refilling the trenches etc. complete as directed. NP 2 Pipes Rmt 23.00 866.40

Rs. Fifty Nine Lac Fifty Four Thousand Nine Hundred Ninety Eight & Seventy Nine 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.

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.:

MIS102010/ 17/ K1 Date:30/07/2018 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

Drainage Sub Division