15th FC

Name of Work :- Construction of CD Works on the river crossing with the Smashan (old)

on the road connecting Bordi village of Shihor taluka to Palitana taluka,

Ta. Shihor Dist. Bhavnagar

BILL OF QUANTITIES

Memorandum showing items of works to be carried out

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

1 11.000 Cum Earth work for embankment 161.67 Rupees One One

including breaking clods, Hundred Sixty Cubic

dressing with all lead and One And Paise metre

lift.(Excluding watering and Sixty Seven Only

consolidation) Selected soil

From borrow area within Land

width from All lead , Executed

with machineries. (Selected soil

to be used For earthwork shall

be From BORROW AREA

only having CBR not less than

2 11.000 Cum Rolling and Watering of earth 23.17 Rupees Twenty One

work in layers with vibratory Three And Paise Cubic

roller including filling in Seventeen Only metre

depressions which occur during

the process as directed.

3 78.000 Cum Filling available excavated 137.47 Rupees One One

earth (excluding rock) in Hundred Thirty Cubic

trenches plinth, sides of Seven And Paise metre

foundations etc. in layers not Forty Seven Only

exceeding 20 cm in depth

consolidating each disposited

layer by ramming and watering.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

4 20.000 Cum WBM Grading 1 Providing, laying, 1416.79 Rupees One One

spreading and compacting stone Thousand Four Cubic

aggregates of 90 to 45mm sizes to Hundred Sixteen metre

water bound macadam specification And Paise

including spreading in uniform

thickness, hand packing, rolling with

smooth wheel roller 80-100 kN in

stages to proper grade and camber,

applying and brooming, stone

screening/binding materials to fill-up

the interstices of coarse aggregate,

watering and compacting to the

required density grading I as per

Technical Specification Clause

By Manual Means

5 50.000 Cum Excavation for foundation upto 259.93 Rupees Two One

1.5 m. depth including sorting Hundred Fifty Cubic

out and stacking of useful Nine And Paise metre

materials and disposing of the Ninety Three

excavated stuff upto all lead.

Dense or hard soil

6 28.000 Cum Excavation for foundation upto 442.90 Rupees Four One

1.5 m depth incl. Sorting out & Hundred Forty Cubic

stacking of useful material & Two And Paise metre

disposing off the excavated Ninety Only

stuff upto all Lead. (C) Hard

7 22.000 Cum Providing and filling in 3362.24 Rupees Three One

foundation with ordinary Thousand Three Cubic

cement concrete M – 100 mix Hundred Sixty metre

and providing necessary Two And Paise

vertical pin headers including

form work, vibrating, ramming

and curing complete.

8 94.700 Cum Providing & casting in situ 3938.30 Rupees Three One

ordinary cement concrete M- Thousand Nine Cubic

150 mix and providing Hundred Thirty metre

necessary pin headers including Eight And Paise

shuttering, scaffolding, laying,

vibrating, curing and finishing

complete without V-Groves.(A)

Height from all height.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

9 15.100 Cum Providing and casting in situ 5320.24 Rupees Five One

ordinary cement concrete M- 200 Thousand Three Cubic

for average 75/100/150/200 mm Hundred Twenty metre

thick wearing coat laid as directed And Paise

including tamping ,vibrating, Twenty Four

finishing, curing and filling in Only

joints with bitumen complete.

10 0.480 MT Providing and laying in position 73858.69 Rupees Seventy One

FE 500/500D TMT bar Three Thousand Metric

reinforcement including cutting, Eight Hundred Ton

bending, hooking and tying Fifty Eight And

complete as per detailed drawings Paise Sixty Nine

for the following.(A) Piers (B) Only

Abutments (C) Returns (d) Walls

11 0.270 MT Providing and fixing in position 73243.01 Rupees Seventy One

FE 500/500D TMT bar Three Thousand Metric

reinforement including cutting, Two Hundred Ton

bending and tying complete as per Forty Three And

detailed drawings. (A) R.C.C. Paise One Only

Kerb. (B) R.C.C. Footpath.(C)

R.C.C. Approch slab.(D) Wearing

12 30.000 Rm Supplying and fixing reinforced 5560.00 Rupees Five One

concrete heavy duty non- Thousand Five Running

pressure pipes with collars for Hundred Sixty metre

culverts carrying heavy traffic Only

as per IS 458-1991

specifications including setting

the pipes in C.M. 1:2 watering

and laying (to level or slopes)

of class NP3 of following

internal daimeters.(I)1200mm.

13 2.000 No Providing and Fixing FLOOD 3046.16 Rupees Three One

GAUGE POST conferming to Thousand Forty Number

IRC-67-2001 using Engineering Six And Paise

grade retro reflective sheeting Sixteen Only

including lettering and border

as directed for New Structure

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

14 2.000 No Cautionary warning sign:-Providing & 3808.65 Rupees Three One

Fixing sign boards made out of 2mm. Thousand Eight Number

alluminium sheet size 90x90x90cms.

equilateral triangle as per design of IRC-

67-1977 Pretrated with phospheting And Paise Sixty

process & acid atching : coated with one Five Only

coat of apoxy primer and two coats of

best quality epoxy paint, reflectrorised

with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand

post & frame fabricated from suitable size

iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy

coatings in black and white bends, the

detail of symbols for each board shall be

as per the instruction of the engineer in

charge. The fixing at site shall be in C.C.

1:2:4 block of size 45x45x60 cms for each

leg, incl. excavation,curing etc.

comp.under the supervision of Engineer -

in charge. (A) Engineer grade.

15 1.000 No Informatory Signs :-Providing and fixing 3856.89 Rupees Three One

sing boards made out of 2mm aluminium Thousand Eight Number

sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid teching; Six And Paise

coated with one coat of epoxyprimer and Eighty Nine Only

two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm

75x75x6mm as required; painted with best

qualityepoxy coatings in black and

whitebends. the details of symbol for

eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation

curing tec. complete under the supervision

of engineer in charge.(A) Engineer

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

16 2.000 No Hazard Marker Sign :-Providing and fixing sing 2423.73 Rupees Two One

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the Thousand Four Number

design/drawing attached (IRC) pretreated with Hundred Twenty

phospheting process & acid etching; coated with Three And Paise

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro Seventy Three

refiective sheeting as per latest M.O.S.T. Only

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade(VR)...

Rupees Eight Lakh Thirty Eight Thousand One Hundred Ninty Three and Six Paise only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow

percent ( Should be written in figures and words ) of the estimated rate mentioned above.

Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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-10/2017 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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division

Shihor Bhavnagar