Mahi Right Bank Canal Project

Bill Of Quantities

Modernization of Various VRB At Ch 13980, 8450 & 4400 Ft On radhvanaj Minor Ex Matar Branch Canal

Name of work :-

Estimated Rate without Total Amount Without

Estimated Rate without Total Amount Without

Sr.No Quntity Total Qty Item Unit

Sub Estimate Sub Estimate Sub Estimate In figures In World

Dismantling the existing brick masonry Rs. Seven

including sorting out and stacking the useful Hundred Fifty

material and removing the debris and making & Ninety

1 8.80 23.50 16.20 48.50 good the damages etc. complete as directed. In CM 750.90 Paise Only

Dismantling the existing R.C.C. Pipes

including sorting out and stacking of the

useful materials of the following diameters

including refilling the trenches etc. complete

c) 600 mm. to 900 mm. Rs. Eight

a)150 mm to 400 mm Rs. Three

Dismantling the C.C. lining including Rs. Twenty

including disposing off the dismentalled Nine & Eighty

3 127.80 127.80 127.80 383.40 materials as directed etc. complete.(a)7.50 cm SM 29.80 Paise Only

Excavation for foundation in all sorts of soil Rs. One

including yellow sandy gravelly soils ,soft & Hundred Two

hard murrum etc. in dry condition including & Forty Paise

depositing the excavated stuff in uniform Only

layers in banks or as and where directed etc.

complete for lead up to 500m and all lift. (BY

MACHINERY)(a)Excluding dewatering.

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,

5 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.

54.60 49.10 51.20 154.90 (a) Concrete grade M-15 and MSA-20 mm CM 4190.00 Ninety Only

23.80 23.80 15.90 63.50 (e) Concrete grade M-25 and MSA-20 mm CM 4651.00

(B) For Pier and Abutments / Wing wall /

Head wall / Return wall / Dowel Wall etc.

22.60 20.60 22.60 65.80 (g) Concrete grade M-15 and MSA-20 mm CM 4457.00 Hundred Fifty

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

Bridge / Barrel / Cutoff wall etc.

23.70 24.70 17.20 65.60 (q) Concrete grade M-25 and MSA-20 mm CM 5642.00

Providing & Placing in position reinforcement Rs. Seven

bars including cutting, bending, welding joints Thousand

where necessary, hooking etc. complete as QT One Hundred

per drawing for all lead and lifts.(A)TMT / CRS Ninety Four

Providing and laying in position 110 mm dia (6 Rs. Two

kgf/sq cm) P.V.C. Pipe for weep holes with Hundred

non corroding jali in abutments, wing walls, RMT Sixty Two &

retaining walls etc. complete. Fifty Paise

Providing and fixing 110 mm diameter Rs. Three

P.V.C..Pipe (6 kgf / sqcm) Water spout with Hundred

necessary iron gratting as per design Sixty Nine &

Backfilling the foundation trenches around the Rs. Thirty Six

structures etc with selected excavated stuff & Ninety

including watering, ramming, compacting etc. CM Paise Only

complete. (By Machinery)

Providing temporary all weather and fair Rs. Ten

weather diversion suitable for traffic during the Thousand

construction period of the bridge including Nine

10 1.00 1.00 1.00 3.00 providing necessary drains and all safty NO. 10965.05 Hundred

measures including red lamps/ signals at night

for traffic etc. comp.

Reparing of steel gate including providing Rs. One

basic steel material; M.S. Shaft plate, angles, Hundred

channels etc. incl. fabriction transporting to Kg Twenty Seven

site & erection and painting etc. complete. & Twenty

Providing and fixing the iron rod for steel Rs. One

gates including providing big size thread and Thousand

12 0.00 1.20 2.40 3.60 finishing as required etc comp.a- dia of bar 38 Rmt 1268.50 Two Hundred

mm rod Sixty Eight &

Providing and fixing heavy duty thrust bearing Rs. Eight

for following dia as directed etc comp.a- for 38 Hundred

13 0.00 3.00 2.00 5.00 mm dia and 50 mm dia bar and ID/OD 65mm No. 800.00 Only

Providing and fixing heavy duty CI nut for Rs. One

steel gates as directed etc comp.a- for 38 mm Thousand

14 0.00 1.00 2.00 3.00 dia rod and height of nut is 120 x 120 x 100 No. 1300.00 Three

cutting Hundred

Providing and fixing in position (different Rs. Five

diameter) IS NP-2 class R.C.C pipe with collar Hundred

including filling and caulking the joints with Thirty Five &

15 0.00 10.00 20.00 30.00 cement mortar 1:1 proportion , finishing to Rmt 535.80 Eighty Paise

design grade and level curing etc. complete

for all leads and lifts

Providing and fixing the iron rod for steel Rs. One

gates including providing big size thread and Thousand

finishing as required etc comp.b- dia of bar Seven

50mm rod Hundred

Providing and fixing heavy duty CI nut for Rs. Two

steel gates as directed etc comp.b- for 50mm Thousand

and 63 mm dia rod land height of nut is 160 x Seven

160 x 120 cutting Hundred

Providing drone videography on the ocassion Rs. Four

of function or for before/on going/after Thousand

18 1.00 1.00 1.00 3.00 completion of construction work as directed by No. 4000.00 Only

engineer in charge.

Total Rs…(Without GST)

Rs. Twenty Six Lac Seventy Nine Thousand Nine Hundred One & Seventy Seven Paise Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

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

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.:PRC-

10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R. there fore 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.

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design (Rate as per CGWRD SOR 2022-23)

Deputy Executive Engineer Divisional Account Officer

Matar Irrigation Sub Division Nadiad Irrigation Division

Executive Engineer

Nadiad Irrigation Division