MMGSY 2025-26. Construction of Box culvert on Ambheta Kolachivas Road at Ch. 0/0 to 1/5, Ta: Gandevi, Dist: Navsari.

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 (₹)

1 Dismentaling the existing structure including removing 165.30 Cum 932.65 Rupees Nine

and stacking the dismentelled materials as and where Hundred Thirty Two

directed. (B) R.C.C. Wall and Sixty Five Paise

2 Excavation for foundation upto 1.5 m depth including 552.90 Cum 450.03 Rupees Four

sorting out and stacking of useful materials and Hundred Fifty and

disposing off the excavated stuff upto 50 Meter Three Paise Only

lead.(D) Soft rock not requiring Blasting

3 Providing and casting in situ ordinary cement concrete 79.80 Cum 3714.04 Rupees Three

M-150 P.C.C for R.C.C. raft and cut off walls Thousand Seven

including necessary shuttering laying, vibrating Hundred Fourteen

ramming and curing complete.. and Four Paise Only

4 Providing and casting in situ controlled cement 144.90 Cum 4527.77 Rupees Four

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

drawing including necessary shuttering laying, Hundred Twenty

vibrating, ramming and curing complete. Seven and Seventy

Seven Paise Only

5 Providing and casting in situ controlled cement 127.20 Cum 5132.75 Rupees Five

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

including centering shuttering, scaffolding where Hundred Thirty Two

necessary, laying vibrating, curing and finishing and Seventy Five

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

Abutment (3) RCC return

6 Providing and casting in situ Controlled cement 114.70 Cum 5373.91 Rupees Five

concrete M. 250 for R.C.C. solid slab including Thousand Three

centering scaffolding curing and finishing complete. Hundred Seventy

Three and Ninety

7 Providing and casting in situ Controlled cement 16.00 Cum 4890.93 Rupees Four

concrete M 250 for kerb / kerb block including form Thousand Eight

work curing and finishing etc complete. Hundred Ninety and

Ninety Three Paise

8 Providing and casting in situ controlled cement 22.70 Cum 5172.31 Rupees Five

concrete M250 for approach slab including form work Thousand One

curing and finishing complete. Hundred Seventy

Two and Thirty One

9 Providing and casting in situ controlled cement 15.80 Cum 5631.26 Rupees Five

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

laid as directed dincluding tamping, vibrating, Hundred Thirty One

finishing, curing and fillingin joints with bitumen and Twenty Six

complete Paise Only

10 Providing & casting in situ ordinary cement concrete 648.90 Cum 4252.20 Rupees Four

M-200 mix and providing necessary pin headers Thousand Two

including shuttering, scaffolding, laying, vibrating, Hundred Fifty Two

curing and finishing complete without V-Groves.(A) and Twenty Paise

Height from 0.0 M. to 5.0 M. Only

11 Providing and placing in position FE 550D TMT Bar 38.01 MT 73243.02 Rupees Seventy

reinforcement including, cutting, bending hooking and Three Thousand

tying complete as per detailed drawings for raft slab, Two Hundred Forty

pier, solid slab, kerb block, wearing coat etc. Three and Two

12 Providing fusion bonded Epoxy coating not less than 12.00 Cum 10162.62 Rupees Ten

175 micron thickness and up to 300 micron to Thousand One

reinforcement bars as per IS-13620- 1993/ASTM-775 Hundred Sixty Two

M including testing of coating at plant and all taxes and Sixty Two Paise

(A) 10mm to 16mm dia bar Only

13 Providing fusion bonded Epoxy coating not less than 26.00 Cum 7296.24 Rupees Seven

175 micron thickness and up to 300 micron to Thousand Two

reinforcement bars as per IS-13620- 1993/ASTM-775 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

14 Provding P.V.C. 100 mm diameter water spouts 6.00 Nos. 159.37 Rupees One

including necessary iron gratings as per drawings. Hundred Fifty Nine

and Thirty Seven

15 Providing and laying weep hole in abutmemt and 422.00 Nos. 87.07 Rupees Eighty

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

including laying in proper grade and joining etc. comp Paise Only

as per detailed specifications.

16 Providing and laying filter media 600 mm thick as 582.00 Sqm 1279.96 Rupees One

directed at the back of abutments and returns and wing Thousand Two

walls as per detailed specifications. Hundred Seventy

Nine and Ninety Six

17 Supplying Pre - Moulded Bituminious Joint Filler. (iii) 118.80 Sqm 802.87 Rupees Eight

25 mm size Hundred Two and

Eighty Seven Paise

18 Providing and filling sand behind abutments and 762.20 Cum 552.22 Rupees Five

between returns in layers as directed Hundred Fifty Two

19 Providing 22.5 cm thick dry stone rubble pitching 310.00 Sqm 1185.74 Rupees One

including prepairing the surface and making pannels of Thousand One

3.00x3.00m with stone masonry in C.M.1:6 including Hundred Eighty

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

Complete Four Paise Only

20 Wall painting (two coats) with plastic emulsion paint 136.80 Sqm 117.40 Rupees One

of approved brand and manufacture with on Hundred Seventeen

undecorated wall surface to give an even shade and Forty Paise

including throughly brushing the surface free from Only

mortar droppings and other foreign matter and sand

papered smooth along ceilings and sloping roofs.

21 Providing and maintaining a diversion road suitable for 30.00 Rmt 9655.60 Rupees Nine

traffic during the construction period of the Bridge/CD Thousand Six

works, including necessary earthwork, 150 mm thick Hundred Fifty Five

GSB-II, 150 mm thick WMM, 37.5 mm thick BUSG, and Sixty Paise

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

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

22 Clearing and grubbing road land including uprooting 0.07 Ha 28455.09 Rupees Twenty

rank vegetation, grass bushes, shrubs, saplings and Eight Thousand

trees girth up to 300 mm removal of stumps of trees Four Hundred Fifty

cut earlier and disposal of unserviceable materials.(c) Five and Nine Paise

By mechanical means in area of thorny jungle. Only

23 Earthwork in cuting in all sorts of soil and soft murrum 16.00 Cum 130.94 Rupees One

including conveying and spreading the stuff, Hundred Thirty and

embankment as and where directed within 200meters Ninety Four Paise

from the end of the cutting with all required lead and Only

24 Earth work for embankment including breaking clods 1529.50 Cum 173.67 Rupees One

dressing with all lead & lifts and including watering Hundred Seventy

rolling and consolidation of sub grade in layers of Three and Sixty

O.M.C. to required dry density including filling in Seven Paise Only

depressions which occure during the process using

25 Supplying, Stacking, Spreading & rolling of Hard 29.00 Cum 377.74 Rupees Three

Murrum on road side for hard side shoulder of work as Hundred Seventy

per specification including filling the mesure boxes of Seven and Seventy

standard size etc. complete. Four Paise Only

26 Providing and laying Granular Sub Base Grade I by 157.00 Cum 606.00 Rupees Six Hundred

providing course graded material conforming to Table Six Only

400-2 of MOST specification of grading I,using

material combination of crushed aggregate, stone dust

etc. as required gradation including spreading,watering

& consolidation by vibratory roller in grade and

camber as directed.

27 Providing and laying of Wet Mix Macadam base 247.90 Cum 728.21 Rupees Seven

course as per MORTH specification using machine Hundred Twenty

crushed B.T. chips as per required gradation, mixing Eight and Twenty

with required optimum quantity of water, conveying One Paise Only

the mix to site of work, spreading in to grade and

camber with paver/mechanical means and

consolidation each layer with vibratory roller to

aschieve the desired density including cost of material

labour plant and equipment etc. complete.

28 Providing and applying priming coat with emulsion 937.50 Sqm 92.72 Rupees Ninety Two

(SS-1) at the rate of 7.50 kg/ 10 Sqm including cost of and Seventy Two

asphalt and preparing the surface heating, and applying Paise Only

29 Providing & laying bituminious base course 37.5 mm 71.00 MT 3011.82 Rupees Three

thick compacted in single layer asphalt VG-30 grade Thousand Eleven

at 1.99 % by weight of mix for mixing and 4.0 kg/10 and Eighty Two

smt VG-30 grade Asphalt for tack coat & using B.T. Paise Only

chips of required gradation including cleaning and

heating asphalt, premix material by drum mix process

in proper gradation and laying with paver finisher

including rolling and consolidation with 8-10 tonne

vibratory roller and providing all material equipment,

tools, and plants, fire wood, oil, kerosene labour

charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher etc.

30 Providing, laying 25mm thick compacted bituminous 50.00 MT 4068.28 Rupees Four

carpet considering 0.66 cmt./10Smt. Stone chips for Thousand Sixty

one M.ton as per specification, using the asphalt at rate Eight and Twenty

33.60 Kg/M.ton (i.e. 3.36% by weight of total mix)and Eight Paise Only

asphalt for tack coat at rate 2.5 Kg/ 10sq.mt. including

heating and mixing the asphalt and stone aggregates by

continuous batching of drum mix plant and

31 transporting

Providing and and spreading the coat

laying seal samewith

aggregate 26.00 MT 4557.12 Rupees Four

as specified using aggregate at the rate of 0.18 Thousand Five

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for Hundred Fifty

mixing with aggregate at the rate of 4.50 % i.e. 45.00 Seven and Twelve

Kg. / M.T including heating & mixing in hot / drum Paise Only

mix plant & transporting & sreading the same by paver

finisher & consolidation with vibratory roller incl.

necessary firewoood, oil, lubricants, labour charges

etc. using contractor's own drum mix plant,

machineries & equipment, tools etc. complete in

accordance with the requirement of specification.

32 Providing and laying asphalt painting on B.T. surface 937.50 Sqm 47.51 Rupees Forty Seven

with bitumen VG-30 at rate of 5 Kg/10 sqmt. of and Fifty One Paise

bitumen and spreading stone dust on painting surface Only

at the rate of 0.03 Cu.mt /10 Sqmt.

33 Excavation for foundation in sand, gravel,clay soft 110.60 Cum 513.62 Rupees Five

soils and murrum etc. includingshoring, strutting Hundred Thirteen

dewatering as necessary and disposing of the excavated and Sixty Two Paise

stuff asdirected.(A) Depth upto 3.0 M. and lead Only

upto 100m for 10 Cum

34 Providing & filling in foundation with ordinary cement 40.00 Cum 3559.75 Rupees Three

concrete M 100 mix & providing necessary vertical pin Thousand Five

headers including formwork, vibrating ramming and Hundred Fifty Nine

curing complete. and Seventy Five

35 Provading & casting in situ ordinary cement concrete 162.10 Cum 3882.07 Rupees Three

M 150 mix and providing necessary pinheaders Thousand Eight

including , shuttering scaffolding laying vibrating and Hundred Eighty

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

5.0m for head wall of causeway Paise Only

36 Providing and fixing guard stone as per I.R.C. type 8.40 Nos. 350.80 Rupees Three

design including white washing etc. complete. (i) Hundred Fifty and

Fixing in headwall. Eighty Paise Only

37 Road Marking with hot thermoplastic paints with 42.50 Sqm 367.72 Rupees Three

reflectorizing glass beads on bitumen surface providing Hundred Sixty

and laying a hot applied thermoplastic compound 2.5 Seven and Seventy

mm thick including refactoring glass beads @ 250 gms Two Paise Only

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

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

edge line/ Cut patta. The White color marking should

provide a luminance coefficient on cement roads shall

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.

38 Supplying and fixing cat eye (Stimsonite) made out 47.00 Nos. 375.72 Rupees Three

from Acrilo beautile sterine injuction high compressed Hundred Seventy

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

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

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

Intensity grade)

39 Hazard Marker Sign :-Providing and fixing sing boards 4.00 Nos. 2423.74 Rupees Two

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

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

pretreated with phospheting process & acid etching; Three and Seventy

coated with one coat of epoxy primer and two coats of Four Paise Only

best quality epoxy paint; reflectorised with retro

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

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)...

40 Cautionary Warning Sign :-Providing and fixing sign 4.00 Nos. 3808.66 Rupees Three

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

90 x 90 cms. equilateral triangle as per design of IRC- Hundred Eight and

67-1977. Pre treated with phospheting process & acid Sixty Six Paise Only

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with

retro refiectivesheeting 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, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

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)

41 MMGSY Logo Board:- Providing and fixing MMGSY 1.00 Nos. 5050.00 Rupees Five

Logo Board Providing & Fixing sign boards made out Thousand Fifty

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

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 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

42 Providing and fixing 'W' type safety barrier using M.S. 100.00 Rmt 2244.22 Rupees Two

iron channel 150mm x 75m x 5mm size erected at 2.0 Thousand Two

Mt. center to center and providing 'W' shaped Hundred Forty Four

galvanised steel sheet guard rail 3mm thick for crash and Twenty Two

barrier in single row as per detailed drawing with Paise Only

fabrication and installation charges including providing

foundation block of size 0.60 x 0.60 x 0.75 Mt. in C.C.

1:2:4 and oil painting two coats with one coat of red

oxide etc complete.

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -202767.6/- 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.