Construction of Box culvert on Ratanpura Nevariya road at Ch. 1/500, Ta:Kolol Dist: Godhra.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Rates Total

Sr. No. Item Description Quantity Unit

In Figure In Words Amount (₹)

Dismentaling the existing structure including removing Rs. Eight Hundred

1 and stacking the dismentelled materials as and where 46.50 Cum 886.05 Eighty Six and Five

directed. (B) R.C.C. Wall Paise Only.

Excavation for foundation upto 1.5 m depth including

Rs. Five Hundred

sorting out and stacking of useful materials and

2 380.20 Cum 507.53 Seven and Fifty

disposing off the excavated stuff upto 50 Meter

Three Paise Only.

lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to

Rs. Five Hundred

m including sorting out and stacking of useful materials

3 29.00 Cum 529.04 Twenty Nine and

and disposing off the excavated stuff upto 50 Meter

Four Paise Only.

lead. (D) Soft rock not requiring Blasting

Excavation for foundation in sand, gravel,clay soft soils

and murrum etc. including shoring, strutting dewatering Rs. Four Hundred

as necessary and disposing of the excavated stuff as Eighty Six and

directed.(A) Depth upto 3.0 M. and lead upto 100m for Seventy Seven Paise

Providing and casting in situ ordinary cement concrete Rs. Three Thousand

M-150 P.C.C for R.C.C. raft and cut off walls Five Hundred Eighty

including necessary shuttering laying, vibrating Six and Eightteen

ramming and curing complete.. Paise Only.

Providing and filling in foundation with ordinary Rs. Three Thousand

cement concrete M.100 mix and providing necessary Two Hundred Eleven

vertical pin headers including form work vibrating and Ninty Nine Paise

ramming and curing complete. Only.

Providing and casting in situ controlled cement Rs. Four Thousand

concrete M.250 for R.C.C. raft and cutt off walls as per Four Hundred Ninty

drawing including necessary shuttering laying, Three and Nine Paise

vibrating, ramming and curing complete. Only.

Provading & casting in situ ordinary cement concrete

Rs. Three Thousand

M 150 mix and providing necessary pinheaders

including , shuttering scaffolding laying vibrating and

8 137.60 Cum 3784.98 Eighty Four and

finishing without V-Grooves. (A) Heigth from 0.0 m to

Ninty Eight Paise

5.0m for head wall of causeway

Providing and casting in situ ordinary cement concrete

Rs. Four Thousand

M.200 mix and providing necessary pin headers

One Hundred Fifty

9 including shuttering, scaffolding, laying, vibrating and 185.70 Cum 4155.04

Five and Four Paise

finishing without "V" grooves height 0.0 mt. to

Providing and casting in situ controlled cement

concrete M-250 for R.C.C. return as per drawings Rs. Five Thousand

including centering shuttering, scaffolding where Sixty Four and

necessary, laying vibrating, curing and finishing Eighty Five Paise

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Only.

Abutment (3) RCC return

Rs. Five Thousand

Providing and casting in situ Controlled cement

11 concrete M. 250 for R.C.C. solid slab including 72.60 Cum 5213.82

Thirteen and Eighty

centering scaffolding curing and finishing complete.

Two Paise Only.

Rs. Four Thousand

Providing and casting in situ controlled cement One Hundred

12 concrete M250 for approach slab including form work 17.70 Cum 4122.32 Twenty Two and

curing and finishing complete. Thirty Two Paise

Providing and casting in situ controlled cement Rs. Five Thousand

concrete M-250 for average 100 mm thick wearing coat One Hundred

13 laid as directed dincluding tamping, vibrating, 13.00 Cum 5174.33 Seventy Four and

finishing, curing and fillingin joints with bitumen Thirty Three Paise

Rs. Four Thousand

Providing and casting in situ Controlled cement

Seven Hundred Sixty

14 concrete M 250 for kerb / kerb block including form 13.10 Cum 4763.87

Three and Eighty

work curing and finishing etc complete.

Seven Paise Only.

Providing and placing in position FE 500D TMT bar Rs. Seventy Two

reinforcement including cutting, bending, hooking, and Thousand Six

15 tying complete as per detailed drawing. (A) Solid Slab, 22.88 MT 72601.86 Hundred One and

(B) R.C.C. Kerb, (C) R.C.C. Footpath (D) R.C.C. Eighty Six Paise

Approach slab, (E) Wearing Coat. Only.

Providing and placing in position FE 550D TMT Bar Rs. Seventy Three

reinforcement including, cutting, bending hooking and Thousand Two

tying complete as per detailed drawings for raft slab, Hundred Seventeen

pier, solid slab, kerb block, wearing coat etc. and Fifty Paise Only.

Providing and laying weep hole in abutmemt and

Rs. Fourty Five and

returning by using A.C. pipes of 100 mm. Diameter

17 152.00 Nos. 45.81 Eighty One Paise

including laying in proper grade and joining etc. comp

as per detailed specifications.

Rs. One Thousand

Providing and laying filter media 600 mm thick as

One Hundred Eighty

18 directed at the back of abutments and returns and wing 262.90 Sqm 1180.34

and Thirty Four

walls as per detailed specifications.

Earthwork in cuting in all sorts of soil and soft murrum

Rs. One Hundred

including conveying and spreading the stuff,

Twenty Seven and

19 embankment as and where directed within 200meters 8.00 Cum 127.74

Seventy Four Paise

from the end of the cutting with all required lead and

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering,

Rs. One Hundred

rolling and consolidation of subgrade in layers at

20 O.M.C. to required dry density, including filling the 851.55 Cum 169.44

Fourty Four Paise

depressing, which occurs during the process using a

power roller of 8 tonnes to 10 tonnes all as per

Construction of granular sub-base Gr-I by providing

coarse graded B.T. machine crushed material satisfying

MOST specification of (grading I) using materials (53

Rs. One Thousand

mm to 26.5 mm@ 35 percent, 26.5 mm to 4.75 mm @

21 45 percent, 2.36 mm below @ 20 percent) including 47.00 Cum 1082.72

Seventy Two Paise

spreading in uniform layer with a motor grader on a

prepared surface, mixing by mix in-place method with

rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

Supplying, stacking & spreading Hard murrum on the Rs.Five Hundred

22 road side for hard side shoulder of work as per 11.00 Cum 540.35 Fourty and Thirty

specification including rolling & watering complete. Five Paise Only.

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

Rs. Ten Thousand

works, including necessary earthwork, 150 mm thick

Nine Hundred Fourty

23 GSB-II, 150 mm thick WMM, 37.5 mm thick BUSG, 20.00 Rmt 10948.40

Eight and Fourty

head walls, NP3 Hume pipes of 1200 mm dia, and

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with

retro refiectivesheeting as per latest Rs. Three Thousand

M.O.S.T.Specifications; 3.1m long stand postand Seven Hundred

24 frame fabricated from suitable sizeiron angle of 35 x 35 4.00 Nos. 3722.36 Twenty Two and

x 3mm, 75 x 75 x 6mm as required; painted with Thirty Six Paise

bestquality epoxy coatings in black andwhite bends. Only.

The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(B)

Engineering Grade. (VR)

Hazard Marker Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

Rs. Two Thousand

best quality epoxy paint; reflectorised with retro

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

25 4.00 Nos. 2423.74 Twenty Three and

Specifications; 3.1m long stand post and frame

Seventy Four Paise

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)...

Road Marking with hot thermoplastic paints with

reflectorizing glass beads on bitumen surface providing

and laying a hot applied thermoplastic compound

mm thick including refactoring glass beads @ 250 gms

per sqm area, thickness of 2.5 mm excluding of surface

applied glass beds as per IRC:35-2015. The finished

surface is to be level, uniform, and free from streaks Rs. Three Hundred

and holes. Zebra patta/bump Patta lane/Centre line/ Sixty Seven and

edge line/ Cut patta. The White color marking should Seventy Two Paise

provide a luminance coefficient on cement roads shall Only.

be min 130 mcd/m2/lux and on Ashphalt road shall be

min. 100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance

criteria for nighttime reflectivity, wet reflectivity, and

skid resistance as mentioned in section 15 of IRC-2015

Warranty For Reflectivity shall be Two Year.

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high compressed Rs. Three Hundred

molding with reflector made of MMC (prismatic type Seventy Five and

of size 12cm x 6cm x 2.5cm) provided with bituminous Seventy Two Paise

adhesive 100g. with each unit for fixing. (High Only.

Intensity grade)

Providing and fixing 'W' metal double beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail 70 cm above road/ground level fixed

on ISMC channel vertical post 150mm x 75m x 5mm

Rs. Three Thousand

size erected at 1.5Mt. center to center,1.8 m high

Three Hundred Fifty

28 m below ground /road /level , all steel parts and 25.00 Rmt 3354.21

Four and Twenty

fitments to be galvanised by hot dip process , all

One Paise Only.

fittings to confirm to IS:1367 and IS 1364, metal beam

rail to be fixed on the vertical post with a spacer of

chsnnel section 150x75x5 mm,330mm long complete

Providing fusion bonded Epoxy coating not less than

Rs. Ten Thousand

175 micron thickness and up to 300 micron to

One Hundred Sixty

29 reinforcement bars as per IS-13620- 1993/ASTM-775 7.00 Tonne 10162.62

Two and Sixty Two

M including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than

Rs. Seven Thousand

175 micron thickness and up to 300 micron to

Two Hundred Ninty

30 reinforcement bars as per IS-13620- 1993/ASTM-775 15.00 Tonne 7296.24

Six and Twenty Four

M including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

Rs. One Hundred

Provding P.V.C. 100 mm diameter water spouts

31 6.00 Nos. 159.37 Fifty Nine and Thirty

including necessary iron gratings as per drawings.

Seven Paise Only.

Providing and laying rubble for appron (each stone Rs. One Thousand

32 weighting not less than 40 Kg.) including and packing 20.40 Cum 1010.60 Ten and Sixty Paise

and filingin the interestices with quarry-spalls. Only.

Rs. Eight Hundred

Supplying Pre - Moulded Bituminious Joint Filler. (iii)

33 8.40 Sqm 802.87 Two and Eighty

Seven Paise Only.

Rs. Four Hundred

Providing and filling sand behind abutments and

34 151.20 Cum 445.41 Fourty Five and

between returns in layers as directed

Fourty One Paise

Providing 22.5 cm thick dry stone rubble pitching

Rs. One Thousand

including prepairing the surface and making pannels of

Two Hundred Fifty

35 3.00x3.00m with stone masonry in C.M.1:6 including 18.10 Sqm 1253.41

Three and Fourty

filling murrum and cement pointing in C.M.1:3 etc.

One Paise Only.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture with on undecorated

Rs. One Hundred

wall surface to give an even shade including throughly

36 107.70 Sqm 114.53 Fourteen and Fifty

brushing the surface free from mortar droppings and

Three Paise Only.

other foreign matter and sand papered smooth along

ceilings and sloping roofs.

Clearing and grubbing road land including up rooting

Rs. Twenty Eight

trunk vegetation,grassbushes,shrubs,sapling sand trees

37 girth up to 300 mm removal of stumps of trees cut 0.04 hec 28393.04

Hundred Ninty Three

earlier &disposal of unserviceable material.(C)By

and Four Paise Only.

Mechanical means in the area of light jungle.

Providing and fixing guard stone as per I.R.C. type Rs. Three Hundred

38 design including white washing etc. complete. (i) 6.20 Nos. 349.11 Fourty Nine and

Fixing in headwall. Eleven Paise Only.

Providing & Laying controlled cement concrete M250

for C.C. road including curing & cost of form work.

Finishing the cement concrete road by trimix process Rs. Five Thousand

inclusive of labour charges for trimix vacuum One Hundred Fifty

dewatering process on cement concrete road by using Two and One Paise

vacuum dewatering pump, surface floater, surface Only.

vibrator and Groove cutting as per direction by

engineer incharge & as per specification.

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written in

figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…6564272.3082 Put to tender (Rs.) Rs.6564272.3082

Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -160185.18/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective of

the dismentalled quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck by the

contractor under his signature.

Rate quated include clearance 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.

The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ) with

Note :- 5 detailed specification and details of work and amount involved at site without any payment as directed by the Engineer-in-

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not entertain any

contractor representation to reimburse any financial burden due to applicable taxes i.e. G.S.T. etc. NOT APPLICABLE

Note :- 8 To be continued on additional sheet,if found necessary.

Deputy Executive Engineer, Executive Engineer

Panchayat (R&B) Sub-Division Panchayat (R&B) Division