Causeway

Name of Work :- Construction of Vented Causeway over the Karkari River on the way to

Nagarchi pir dargah at Village Madhupur (Jambur) Ta. Talala, Dist. Gir

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 0.000 Cum Earth work for embankment 82.71 Rupees One

including breaking clods, Eighty Two and Cubic

dressing with all lead and Paise Seventy metre

lift.(Excluding watering and One only

consolidation) Selected soil

From borrow area within Land

width from 1.00 km. lead

machineries.(Selected soil to be

used For earthwork shall be

From BORROW AREA only

having CBR not less than

2 0.000 Cum Rolling and Watering of earth 11.71 Rupees One

work in layers with vibratory Eleven and Paise Cubic

roller including filling in Seventy One only metre

depressions which occur during

the process as directed.

3 235.000 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 Fourty Seven

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 56.000 Cum WBM Grading 1 Providing, laying, 1483.60 Rupees One One

spreading and compacting stone Thousand Four Cubic

aggregates of 90 to 45mm sizes to Hundred Eighty metre

water bound macadam specification Three and Paise

including spreading in uniform

thickness, hand packing, rolling with

smooth wheel roller 80100 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

5 298.000 Cum Excavation in large boulders 750.68 Rupees Seven One

and soft rock by welding Hundred Fifty Cubic

including shoring, strutting and and Paise Sixty metre

dewatering as necessary and Eight only

disposing of the excavated stuff

6 76.000 Cum Excavation in hard rock by dry- 902.90 Rupees Nine One

wet blasting and chiselling Hundred Two Cubic

including dewatering preparing and Paise Ninty metre

foundation base by proper only

benching and stepping and

disposing of the excavated stuff

as directed.(A) General blasting

7 67.000 Cum Providing and filling in 3554.31 Rupees Three One

foundation with ordinary Thousand Five Cubic

cement concrete M-100 mix Hundred Fifty metre

and providing necessary Four and Paise

Thirty One only

vertical pin headers incl.

Formwork, vibrating, ramming

and curing complete. All Sand

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.

8 349.100 Cum Providing & casting in situ 4122.57 Rupees Four One

ordinary cement concrete M- Thousand One Cubic

150 mix and providing Hundred Twenty metre

necessary pin headers including Two and Paise

shuttering, scaffolding, laying,

vibrating, curing and finishing

complete without V-Groves.

(A) Height from 0.0 M. to

M. All Sand Lead.

9 56.100 Cum Providing and casting in situ 4560.39 Rupees Four One

ordinary cement concrete M- Thousand Five Cubic

200 for average 150MM thick Hundred Sixty metre

wearing coat laid as directed and Paise Thirty

including tamping,

vibrating,finishing,curing and

filling in joints with bitumen

complete All sand lead.

10 0.300 MT Providing and laying in 73858.69 Rupees One

position FE 500/500D TMT bar Seventy Three Metric

reinforcement including Thousand Eight Ton

cutting, bending, hooking and Hundred Fifty

Eight and Paise

tying complete as per detailed

Sixty Nine only

drawings for the following.(A)

Piers (B) Abutments (C)

Returns (d) Walls etc

11 0.990 MT Providing and fixing in position 73243.01 Rupees One

FE 500/500D TMT bar Seventy Three Metric

reinforement including cutting, Thousand Two Ton

bending and tying complete as Hundred Fourty

Three and Paise

per detailed drawings. (A)

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

Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

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.

12 55.000 Rm Supplying and fixing 5560.00 Rupees Five One

reinforced concrete heavy Thousand Five Running

Hundred Sixty metre

duty non-pressure pipes with

collars for culverts carrying only

heavy traffic 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. Dia.

13 4.000 No Providing and Fixing FLOOD 3047.17 Rupees Three One

GAUGE POST conferming to Thousand Number

IRC-67-2001 using Engineering Fourty Seven

grade retro reflective sheeting and Paise

including lettering and border

as directed for New Structure.

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 hospheting 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 5x45x60 cms for each

leg, incl. xcavation,curing etc. comp.under

the supervision of Engineer - in charge.

(A) Engineer grade.

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.

15 1.000 No Citizen' s information Board- Providing and 8574.90 Rupees Eight One

fixing of typical MMGSY information board as

per instruction. Two M.S. sheets of 3 mm thick, Thousand Five Number

of 900 mm x 750mm size fixed at top & bottom Hundred Seventy

duly rivetted with MS angles of 25 x 25 x 5 mm Four and Paise

thick M.S angle shall be welded by two vertical

M.S angle of 5 mm thick to 75 mm x 75 mm of Ninty only

12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x

600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with

High Intensity Prismatic Grade Retro Reflective

Sheeting of Type-4 as per ASTM D-4956 and

latest MORD specifications; All sections of

framed posts and steel tube will be painted with

primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure

(10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting

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)...

17 13.500 Rm Removing all types of Hume 295.17 Rupees Two One

pipes and stacking within a lead Hundred Ninty Running

of 1000 m including Earthwork Five and Paise metre

and Dismantling of Masonry Seventeen only

Works as per Technical

Specification Clause

(A)Upto 600 mm dia Hume

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.

18 63.000 Cum Dismentaling the existing 974.66 Rupees Nine One

structure including removing Hundred Seventy Cubic

and stacking the dismentelled Four and Paise metre

materials as and where Sixty Six only

directed. (A) R.C.C. work

19 67.000 No Providing and fixing guard 106.39 Rupees One One

stone as per I.R.C. type design Hundred Six and Number

including white washing etc. Paise Thirty Nine

complete.(i) Fixing in Earth only

20 6.000 Sqm Providing and laying polished 1019.39 Rupees One One

Kota stone slab flooring over Thousand Squere

20mm (Average) thick base of Ninteen and metre

cement mortar 1:6 (1-cement : Paise Thirty Nine

6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand)

laid over and jointed with grey

cement slurry mixed with

pigment to match the shade of

slab including rubbing and

polishing etc. complete. (A)

25mm thick (more than 10 ton)

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.

21 24.000 Rm Providing and fixing post and 1214.67 Rupees One One

pipe railing as per detailed Thousand Two Running

drawing including 3 coats of Hundred metre

painting to steel works Fourteen and

Paise Sixty Seven

Dismentled Material Credit Rs.

will be deducted from 1 St R.A. Bill

Rupees Twenty Eight Lakh Eighty Two Thousand Three Hundred Fifty Seven and Paise Thirty Nine 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.

Note: Dismentled Material Credit Rs. 8933.00 will be deducted from 1 St R.A. Bill

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Veraval Gir Somnath