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