Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 6190 mt & 6515 mt on Dev Main Drain

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

Reinforcement ( Main bar upto 16 mm. dia. )

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

stacking the useful material of the following diameter including

refilling the trenches etc. complete as directed. Above 1200 mm

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 & 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

5 lead & lift etc complete Without Dewatering and excluding cost 131.00 3346.00 CM

of steel reinforcement. For Foundation concrete / General

purpose.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

6a lead & lift etc complete without dewatering and excluding the 614.00 4190.00 CM

cost of steel reinforcement. For Footing of column / Abutment /

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

Slab etc. 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

6b lead & lift etc complete without dewatering and excluding the 74.00 4651.00 CM

cost of steel reinforcement.. For Footing of column / Abutment /

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

Slab etc. Concrete grade M-25 and MSA-20 mm

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 6190 mt & 6515 mt on Dev Main Drain

Item of work Qty Rate (Rs.) Unit 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

6c lead & lift etc complete without dewatering and excluding the 96.00 5642.00 CM

cost of steel reinforcement. For Column / Beam / Solid Slab of

Road Bridge / Barrel / Cutoff wall / Approach Slab etc.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 complete without dewatering and excluding the

cost of steel reinforcement.For Kerb / Wearing coat.Concrete

grade M-25 and MSA -10 to 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 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

Providing & Placing in position reinforcement bars including

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

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

Providing and fixing in position pre-moulded asphalt or bitumen

8 cork board of approved quality and specifications as per design 12.00 1286.50 Sq.mt

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 6.00 369.20 meter

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 282.00 262.50 meter

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.

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 6190 mt & 6515 mt on Dev Main Drain

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

Providing and filling the polysulphide joint sealent of the

approved make in the expansion and contraction joints in the

12 c.c. lining including clearing the joints with air water jet. 103.00 181.20 meter

Wall Painting (two Coats) with plastic emulsion paint of

approved brand & manufacture on undecorated wall surface to

13 give an even shade including throughly brushing the surface free 74.00 78.90 Sq.mt

from mortar dropping & other foreign matter & sand papered

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

14 below ground/ road level, all steel parts and fitments to be 88.00 3354.21 meter

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)

Back filling the foundation trenches around the structures etc

15 with selected excavated stuff including watering, ramming, 502.00 36.90 CM

compacting etc. complete. (By Machinery)

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

16a structure including providing necessary drain diversion and all 1.00 98034.00 Nos

safty measures including red lamps/ signals at night for traffic

etc. comp.(Ch.6190 Mtr)

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

16b structure including providing necessary drain diversion and all 1.00 89116.00 Nos

safty measures including red lamps/ signals at night for traffic

etc. comp.(Ch.6515 Mtr.)

Rs. Sixty Seven Lac Forty Three Thousand Thirty Three & Sixty 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.

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

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 6190 mt & 6515 mt on Dev Main Drain

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

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.