MMGSY 2025-26. Construction of Box Culvert on Janvad to Moti Bhagudi road, at ch. 0/050, Ta. Santrampur, Dis. Mahisagar.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Dismentaling the existing structure including removing

Hundred Thirty and

1 and stacking the dismentelled materials as and where 131.60 Cum 930.35

Thirty Five Paise

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

Excavation for foundation upto 1.5 m depth including Rupees Four

sorting out and stacking of useful materials and Hundred Forty

disposing off the excavated stuff upto 50 Meter Seven and Sixty

lead.(D) Soft rock not requiring Blasting Four Paise Only

Providing and casting in situ Ordinary cement concrete

M-150 for R.C.C. Raft and cut-off walls including

3 65.00 Cum 3793.64 Hundred Ninety

necessary shuttering laying, vibrating, ramming and

Three and Sixty

curing complete.

Four Paise Only

Providing and casting in situ controlled cement

concrete M.200 for R.C.C. raft and cutt off walls as per

4 130.50 Cum 4615.20 Hundred Fifteen

drawing including necessary shuttering laying,

and Twenty Paise

vibrating, ramming and curing complete.

Providing and casting in situ controlled cement

concrete M-200 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

5 73.40 Cum 5222.12 Hundred Twenty

necessary, laying vibrating, curing and finishing

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

Abutment (3) RCC return

Providing and casting in situ Controlled cement Thousand Four

6 concrete M. 250 for R.C.C. solid slab including 96.00 Cum 5452.99 Hundred Fifty Two

centering scaffolding curing and finishing complete. and Ninety Nine

Providing and casting in situ controlled cement

7 concrete M-250 for Kerb/ kerb blocks including 17.40 Cum 4970.01

Hundred Seventy

formwork curing and finishing, complete

and One Paise Only

Providing and casting in situ controlled cement

8 concrete M250 for approach slab including form work 22.70 Cum 4970.01

Hundred Seventy

curing and finishing complete.

and One Paise Only

Providing and casting in situ controlled cement Rupees Five

concrete M-40 for average 100 mm thick wearing coat Thousand Seven

9 laid as directed dincluding tamping, vibrating, 17.20 Cum 5718.32 Hundred Eighteen

finishing, curing and fillingin joints with bitumen and Thirty Two

complete Paise Only

Providing & casting in situ ordinary cement concrete Rupees Four

M-200 mix and providing necessary pin headers Thousand Two

10 including shuttering, scaffolding, laying, vibrating, 252.10 Cum 4287.35 Hundred Eighty

curing and finishing complete without V-Groves.(A) Seven and Thirty

Height from 0.0 M. to 5.0 M. Five Paise Only

Providing and placing in position FE 550D TMT Bar

reinforcement including, cutting, bending hooking and

11 34.76 MT 73243.02 Two Hundred Forty

tying complete as per detailed drawings for raft slab,

pier, solid slab, kerb block, wearing coat etc.

Providing fusion bonded Epoxy coating not less than Rupees Ten

175 micron thickness and up to 300 micron to Thousand One

12 reinforcement bars as per IS-13620- 1993/ASTM-775 10.00 Nos. 10162.62 Hundred Sixty Two

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

10mm to 16mm dia bar Paise Only

Providing fusion bonded Epoxy coating not less than Rupees Seven

175 micron thickness and up to 300 micron to Thousand Two

13 reinforcement bars as per IS-13620- 1993/ASTM-775 22.00 Nos. 7296.24 Hundred Ninety Six

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

20mm to 32 mm dia bar Paise Only

Provding P.V.C. 100 mm diameter water spouts Hundred Fifty Nine

including necessary iron gratings as per drawings. and Thirty Seven

Providing and laying weep hole in abutmemt and

Rupees Eighty Six

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

15 926.00 Nos. 86.73 and Seventy Three

including laying in proper grade and joining etc. comp

as per detailed specifications.

Providing and laying filter media 600 mm thick as Thousand Two

16 directed at the back of abutments and returns and wing 1020.50 Sqm 1239.35 Hundred Thirty

walls as per detailed specifications. Nine and Thirty

Five Paise Only

Supplying Pre - Moulded Bituminious Joint Filler. (iii) Hundred Two and

25 mm size Eighty Seven Paise

Providing and filling sand behind abutments and Hundred Sixty

between returns in layers as directed Seven and Sixty

Eight Paise Only

Providing 22.5 cm thick dry stone rubble pitching Rupees One

including prepairing the surface and making pannels of Thousand Three

19 3.00x3.00m with stone masonry in C.M.1:6 including 158.10 Sqm 1374.61 Hundred Seventy

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

Complete Paise Only

Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture with on Rupees One

undecorated wall surface to give an even shade Hundred Twenty

including throughly brushing the surface free from and Twenty Six

mortar droppings and other foreign matter and sand Paise Only

papered smooth along ceilings and sloping roofs.

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 400 mm thick

21 40.00 Rmt 8625.40 Hundred Twenty

GSB-II, MSS, NP4 Hume pipes of 1200 mm dia, and

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

Clearing and grubbing road land including uprooting

rank vegetation, grass bushes, shrubs, saplings and

22 trees girth up to 300 mm removal of stumps of trees cut 0.07 hec 28455.00

Four Hundred Fifty

earlier and disposal of unserviceable materials.(c) By

mechanical means in area of thorny jungle.

Earthwork in cuting in all sorts of soil and soft murrum

including conveying and spreading the stuff,

23 embankment as and where directed within 200meters 37.00 Cum 134.13

Four and Thirteen

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,

rolling and consolidation of subgrade in layers at

Hundred Seventy

24 O.M.C. to required dry density, including filling the 1714.40 Cum 177.91

Seven and Ninety

depressing, which occurs during the process using a

power roller of 8 tonnes to 10 tonnes all as per

Supplying, stacking & spreading Hard murrum on the

Hundred Sixty Six

25 road side for hard side shoulder of work as per 21.00 Cum 966.57

and Fifty Seven

specification including rolling & watering complete.

Providing and laying Granular Sub Base Grade I by

providing course graded material conforming to Table Rupees One

400-2 of MOST specification of grading I,using Thousand Four

26 material combination of crushed aggregate, stone dust 125.00 Cum 1461.47 Hundred Sixty One

etc. as required gradation including spreading,watering and Forty Seven

& consolidation by vibratory roller in grade and Paise Only

camber as directed.

Providing and filling in foundation with ordinary

Cement concrete M-100 mix and providing necessary

27 243.80 Cum 3341.15 Hundred Forty One

vertical pin headers including formwork, vibrating,

and Fifteen Paise

ramming and curing complete.

Providing & Laying controlled cement concrete M250

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

Finishing the cement concrete road by trimix process

inclusive of labour charges for trimix vacuum

28 236.73 Cum 5248.97 Hundred Forty

dewatering process on cement concrete road by using

Eight and Ninety

vacuum dewatering pump, surface floater, surface

Seven Paise Only

vibrator and Groove cutting as per direction by

engineer incharge & as per specification.

Excavation for foundation in sand, gravel,clay soft

soils and murrum etc. including shoring, strutting

29 dewatering as necessary and disposing of the excavated 400.90 Cum 511.11

and Eleven Paise

stuff as directed.(A) Depth upto 3.0 M. and lead upto

100m for 10 Cum

Provading & casting in situ ordinary cement concrete Rupees Three

M 150 mix and providing necessary pinheaders Thousand Nine

30 including , shuttering scaffolding laying vibrating and 687.20 Cum 3917.21 Hundred Seventeen

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

5.0m for head wall of causeway Paise Only

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

31 design including white washing etc. complete. (i) 24.00 Nos. 350.80 Hundred Fifty and

Fixing in headwall. Eighty Paise Only

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 Rupees Three

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

edge line/ Cut patta. The White color marking should Seven and Seventy

provide a luminance coefficient on cement roads shall Two Paise 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 Rupees Three

molding with reflector made of MMC (prismatic type Hundred Seventy

of size 12cm x 6cm x 2.5cm) provided with bituminous Five and Seventy

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

Intensity grade)

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

best quality epoxy paint; reflectorised with retro

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

34 4.00 Nos. 2423.74 Hundred Twenty

Specifications; 3.1m long stand post and frame

Three and Seventy

fabricated from suitable size iron angle of 35 x 35 x

Four Paise Only

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)...

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 Rupees Three

M.O.S.T.Specifications; 3.1m long stand postand Thousand Eight

35 frame fabricated from suitable sizeiron angle of 35 x 35 4.00 Nos. 3808.66 Hundred Eight and

x 3mm, 75 x 75 x 6mm as required; painted with Sixty 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)

MMGSY Logo Board:- Providing and fixing MMGSY

Logo Board Providing & Fixing sign boards made out

of 2mm. Aluminium sheet size 60 x 60 cms. sqare plus

60x20cms ractanguler additional plate per the 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 pinte reflectorised

with retro reflective sheeting as per lates M.O.S.T

Specification : 3.1 M long Stand post and frame

36 1.00 Nos. 5050.00 Thousand Fifty

fabricated from suitable size iron angle of 35 x 35 c x

3mm. 75 x 75 x 6mm. as required : painted with best

quality epoxy coating in black and white bends the

details of symbole for each board shall be as per the

instruction of Engineer-in-charge, The fixing at site

shall be in 1;2;4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc.comp. under

the supervision of engineer in charge. (A)Engineer

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 Rupees Three

size erected at 1.5Mt. center to center,1.8 m high ,1.1 Thousand Four

37 m below ground /road /level , all steel parts and 240.00 Rmt 3405.72 Hundred Five and

fitments to be galvanised by hot dip process , all Seventy Two Paise

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

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

chsnnel section 150x75x5 mm,330mm long complete

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…14696218.1303 Put to tender (Rs.) Rs.14696218.1303

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 -261060.38/- 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

Santrampur Lunawada