Shedhi Irrigation Division Nadiad

Bill Of Quantities

Construction Of Box Type VRB In Place Of Damaged Pipe Vrb at Ch: 2100 mt of Savli Tank to Dahiyap to

Name of work :-

Anara to Luni River Drain.

Quantity Unit Item Rate Per Amount

Dewatering the foundation trenches during excavation, laying

180.00 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

stacking the useful material of the following diameter including

8.00 Meter 1270.70 Meter

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

Excavation for foundation in all sorts of soil including yellow sandy

gravelly soils, soft & hard murrum etc. in dry condition including

326.00 Cum depositing the excavated stuff in uniform layers in banks or as and 102.40 Cum

where directed etc. complete for lead upto 500 m and all lift. (BY

Excluding 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,

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

complete without dewatering and excluding the cost of steel

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

56.00 Cum barrel / Plinth course / Coping/Approach Slab etc. 4190.00 Cum

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

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

114.00 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 /

37.00 Cum Cutoff wall etc. 5642.00 Cum

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

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

24.00 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.

complete as per drawing for all lead and lifts.

TMT /CRS (FE 500D)

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 /

3.00 Meter 369.20 Meter

sqcm) 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

13.00 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

Quantity Unit Item Rate Per Amount

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

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

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

( For R.A. attached)

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

35.00 hr quantity cannot be measured) Hyundai Long Reach Hydraulic 2901.00 hr

Excavator R 210 LC 7LR (0.52 CM) chainage

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

35.00 hr (where quantity cannot be measured) Tractor with Trailer, (RA 661.00 hr

as per. Annexure-8)

(Rupees Twenty One Lakh Fifteen Thousand Six Hundred and Fifty one 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 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