Shedhi Irrigation Division Nadiad

Bill Of Quantities

Name of work :- Construction Of Box Type VRB In Place Of Damaged Pipe Vrb at Ch: 3530 mt. Of New box Type VRB at

Mahudha to Singhali to Khuntaj to Malkana Vehra Drain

Quantity Unit Item Rate Per Amount

Dewatering the foundation trenches during excavation, laying

foundation concrete,masonry etc. till completion and 52.50 Hp-hr

diversion of surface and subsurface water etc. complete as

Dismantling the R.C.C work and disposing off the stuff

Including stacking of the useful materials etc. complete as 1732.8

37.00 Meter Cum

directed.(a) 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 866.40 Meter

including refilling the trenches etc. complete as directed. NP

Pipes. 650 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 MACHINERY) Excluding

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

35.00 Cum formworks centering, scaffolding, compaction by vibrator, 3346.00 Cum

curing as directed with all lead & 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 complete

34.00 Cum without dewatering and excluding the cost of steel reinforcement. 4190.00 Cum

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

barrel / Plinth course / Coping etc.

(a) Concrete grade M-15 and MSA-20 mm

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

123.00 Cum wall / 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 /

31.00 Cum Cutoff wall / Approach Slab. etc. 5642.00 Cum

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

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

22.00 Cum barrel / 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. 82019.00 MT

complete as per drawing for all lead and lifts.

(A) TMT / CRS (FE 500 D)

Providing and fixing in position pre-moulded asphalt or bitumen

cork board of approved quality and specifications as per design and

5.00 Sqmt drawing.20 mm thickness 1286.50 Sqmt

CG SOR(WRD) 2023-24, Item No.S-31(b) Pg No.34

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.

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

11.00 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

1.00 No providing necessary drains and all safty measures including red 34790.00 No

lamps/ signals at night for traffic etc. comp.

( For R.A. attached)

Excavaion in all sort of soil by machinery incl. preparin etc

35.00 Hr (where quantity cannot be measured) Hyundai Long Reach 2901.00 Hr

Hydraulic Excavator R 210 LC 7LR (0.52 CM) chain

Excavaion in all sort of soil by machinery incl. preparing rad

35.00 Hr etc (where quantity cannot be measured) Tractor with 661.00 Hr

Trailer, (RA as per. Annexure-8)

(Rupees Eighteen Lacs Fifty Two Thousand Six Hundred Sixteen and Nineteen 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 the

4 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

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