Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Contructing New HR in Place of old Existing HR on Goblej Tank Bank (5Nos.)

Item No. Item of work Unit Qty

Dismantling the existing brick masonry including

sorting out and stacking the useful material and

removing the debries and making good the

damages etc. complete as directed. In Cement Ninety

Mortar Paise Only

Dismentalling the existing RCC work including

disposing the dismentalled stuff including sorting Rs. One

out and stacking the useful materials and Thousand

removing the debries and making good the

2 Cum 7.00 1732.80 Hundred

damage etc. complete as directed.

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 Hundred

3 in banks or as and where directed etc. complete Cum 367.00 107.80 Seven &

for lead upto 500 m and all lift. (BY Eighty

MACHINERY) Including dewatering. Paise Only

Providing rubble and sand layer including

supplying of rubble & coarse clean sharp sand at

site including spreading rubble & coarse sand

materials in 25 cm layer including filling in the One

4 gaps in rubble, and levelling etc.complete as Cum 24.00 1155.90 Hundred

directed (80% rubble & 20% coarse sand) Fifty Five &

including consolidation, watering etc. complete. Ninety

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 barrel / Plinth course / Coping etc. Rs. Four

(a) Concrete grade M-15 and MSA-40 mm Thousand

5A Cum 42.00 4012.50 Twelve &

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

Bottom slab of barrel / Plinth course / Coping etc. Rs. Four

(b) Concrete grade M-15 and MSA-20 mm Thousand

SCHEDULE -'B'(Bill of Quantity)

Contructing New HR in Place of old Existing HR on Goblej Tank Bank (5Nos.)

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where necessary,

6 hooking etc. complete as per drawing for all Qtl 40.20 7194.00

lead and lifts. (B) TMT FE500D Ninety Four

Overhauling and oiling greasing of CR/HR gates of

branch/distributary/minor etc comp as

directed.New / Repairing of steel gate including

providing basic steel material; M.S. Shaft plate, Rs. One

angles, channels etc. incl. fabrication transporting Hundred

to site & erection and painting etc. complete. Twenty

Providing and fixing the iron rod for steel gates Rs. Two

including providing big size thread and finishing

as required etc comp.c- dia of bar 60mm rod

Providing and fixing heavy duty CI nut for steel

gates as directed etc comp.b- for 50mm and 63 Rs. Two

mm dia rod land height of nut is 160 x 160 x 120 Thousand

9 Nos 5.00 2795.40 Hundred

Providing and fixing heavy duty thrust bearing for

following dia as directed etc comp.b- for 63mm

dia bar and ID/OD 105mm to 150mm Rs. Nine

Providing and fixing in position ( different

diameter ) NP2 R.C.C. pipe with collar including Rs. Three

filling and caulking the joints with cement mortar Thousand

11 1:1 proportion, finishing to design grade and level Rmt 10.00 3091.10 Ninety One

curing etc. complete for all leads and lifts.NP-2 & Ten Paise

class 1200 mm dia pipe. Only

In Words: Rs. Forty Two Lac Seventy Thousand Five Hundred Sixty 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 under.

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

SCHEDULE -'B'(Bill of Quantity)

Contructing New HR in Place of old Existing HR on Goblej Tank Bank (5Nos.)

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.

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

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:11/05/2017as 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

Tedner Clerk Deputy Executive Engineer

Shedhi Irrigation Division Meshwo Irrigation Sub Division

Executive Engineer Divisional Accoutant

Shedhi irrigation Division Shedhi Irrigation Division