Mahi Right Bank Canal Project

BILL OF QUANTITIES

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of Pipe

VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub 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

1 debries and making good the damages etc. complete as CM 11.00 750.90

directed. In Cement Mortar

Dismantling the existing R.C.C. Pipes including sorting out

and stacking of the useful materials of the following

2 diameters including refilling the trenches etc. complete as Meter 3.00 866.40

directed. NP-2 pipes 600 mm. to 900 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 500 m and all lift. (BY

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 500D)

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

(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 and fixing in position ( different diameter ) I.S.,NP-

2 class reinforced pipe with caulking the joints with

cement mortar 1:1 proportion,using jute string soaked in

6 cement slurry, finishing joints and laying pipes to the meter 17.50 2857.70

designed grade and levels, curing etc. complete for all

leads and lifts.NP-2 class 900 mm dia pipe.

Back filling the foundation trenches around the structures

etc with selected excavated stuff including watering,

ramming, compacting etc. complete. (By Machinery)

BILL OF QUANTITIES

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of Pipe

VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub Lateral Drain.

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

Providing and laying in position 110 mm dia (6 kgf/sqcm)

P.V.C. Pipe for weep holes with non corroding jali in

abutments, wing walls, retaining walls etc. complete.

Rs. Five Lac Ninety Four Thousand Five Hundred Twenty Two & Sixty Two 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

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

Cement Requirement Statement

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of Pipe

VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub Lateral Drain.

Sr Item Description of Item Qty. Unit Rate of Total cement

No. No. consumpt requirement

ion in (in bags)

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 (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

Section Officer Deputy Exectutive Engineer

Drainage Sub Division

Steel Requirement Statement

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of

Pipe VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub Lateral

Sr No. Item No. Description of Item Qty. Unit

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

1 4 where necessary, hooking etc. complete as per 0.467 MT

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

Section Officer Deputy Exectutive Engineer

Drainage Sub Division

Price Adjustment

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of Pipe VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub Lateral Drain.

Brack up of Rate Brack Up Amount

m Item of work but may Rate (Rs.) Unit Amount (Rs.) Plant & Plant & Net Amount

No. be more Bitum Other Bitume

Labour Cement Steel POL Machinery Labour Cement Steel POL Machinery Other Material

or less en Material n

Dismantling the existing brick masonry

including sorting out and stacking the

useful material and removing the

etc. complete as directed. In Cement

Dismantling the existing R.C.C. Pipes

including sorting out and stacking of

the useful materials of the following

trenches etc. complete as directed. NP-

2 pipes 600 mm. to 900 mm.

Excavation for foundation in all sorts

of soil including yellow sandy gravelly

soils, soft & hard murrum etc. in dry

condition including depositing the

banks or as and where directed etc.

complete for lead upto 500 m and all

lift. (BY MACHINERY)

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

per drawing for all lead and lifts. TMT

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 (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 and fixing in position (

different diameter ) I.S.,NP-2 class

reinforced pipe with caulking the

joints with cement mortar 1:1

proportion,using jute string soaked in

laying pipes to the designed grade and

levels, curing etc. complete for all

leads and lifts.NP-2 class 900 mm dia

Price Adjustment

Constructing Pipe VRB at Ch. 550 m. on Extension of Zalabordi Sub Lateral Drain and Side Wall of Pipe VRB at Ch. 1580 m. and Side Wall of Canal Siphon at Ch. 1700 m. on Hemrajpura Sub Lateral Drain.

Brack up of Rate Brack Up Amount

m Item of work but may Rate (Rs.) Unit Amount (Rs.) Plant & Plant & Net Amount

No. be more Bitum Other Bitume

Labour Cement Steel POL Machinery Labour Cement Steel POL Machinery Other Material

or less en Material n

Back filling the foundation trenches

around the structures etc with

selected excavated stuff including

watering, ramming, compacting etc.

complete. (By Machinery)

Providing and laying in position

mm dia (6 kgf/sqcm) P.V.C. Pipe for

weep holes with non corroding jali in

abutments, wing walls, retaining walls

Section Officer Deputy Exectutive Engineer

Drainage Sub Division