Shedhi Irrigation Division Nadiad

Bill Of Quantities

Name of work :- Construction Of Box Type VRB In Place Of Damaged Pipe Vrb at Ch: 2650 mt. of Porda to Saiyat tank Drain

Quantity Unit Item Rate Per Amount

Dewatering the foundation trenches during excavation, laying

200.00 hp-hr foundation concrete,masonry etc. till completion and diversion of 52.50 hp-hr

surface and subsurface water etc. complete as directed.

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

Meter stacking the useful material of the following diameter including 866.40 Meter

refilling the trenches etc. complete as directed. NP 2 Pipes. FOR

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

stacking the useful material of the following diameter including

5.00 Meter 1270.70 Meter

refilling the trenches etc. complete as directed. NP 2 Pipes. FOR

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

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,

32.00 Cum scaffolding, compaction by vibrator, curing as directed with all lead 3346.00 Cum

& 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

60.00 Cum complete without dewatering and excluding the cost of steel 4190.00 Cum

(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

(B) For Pier and Abutments / Wing wall / Head wall / Return wall /

127.00 Cum Dowel Wall etc. 4344.00 Cum

(h) Concrete grade M-15 and MSA-40 mm

(E) For Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff

43.00 Cum wall etc. 5642.00 Cum

(q) Concrete grade M-25 and MSA - 20 mm

(A) For Footing of column / Abutment / Pier / Bottom slab of barrel

28.00 Cum / Plinth course / Coping / Approach Slab etc. 4651.00 Cum

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

(D) For Kerb / Wearing coat.

(n) Concrete grade M-25 and MSA -10 to 20mm

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

2.00 Cum 8023.00 Cum

(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. 7194.00 Qtl

complete as per drawing for all lead and lifts.

Providing and fixing in position pre-moulded asphalt or bitumen

cork board of approved quality and specifications as per design and

5.00 Sqmt 1286.50 Sqmt

20 mm thickness

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

3.00 Meter 369.20 Meter

Water spout with necessary iron gratting as per design

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

18.00 Meter Pipe for weep holes with non corroding jali in abutments, wing 262.50 Meter

walls, retaining walls etc. complete.

Quantity Unit Item Rate Per Amount

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

15.00 Meter 587.70 Meter

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

cork board will be paid seperatly)

(a)225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of the approved

10.00 Meter make in the expansion and contraction joints in the c.c. lining 181.20 Meter

including clearing the joints with air water jet.

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the bridge

including providing necessary drains and all safty measures

including red lamps/ signals at night for traffic etc. comp.

Providing Drone Videography before, on going and after 4000.00 Job

construction of work as per instruction of engineer in-charge.

(Rupees Nineteen Lacs Fifty Five Thousand One Hundred Ninety six and Thirty Paisa 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…………………………………

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.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design

4 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.

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand total of entries in last

column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold good for work under all conditions,

site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-24)

Signature of agency Tender Clerk Deputy Executive Engineer

Shedhi Irrigation Division Drainage Sub Division

Executive Engineer Divisional Accoutant

Shedhi irrigation Division Shedhi Irrigation Division