Road Work

Name Of Work :- Construction of Navi Karali To Juni Karali Road (VRNP) Km. 0/000 to 0/940 Ta.:- Vadodara Dist.:-Vadodara

Under MMGSY (2025-26-Normal)

Taluka :Vadodara District : Vadodara

1 Construction Of Navi karali To Juni karali Road (VRNP) Km. 0/000 to 0/940 Ta.:- Vadodara Dist.:-Vadodara

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.71 Ha 28455.10

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By mechanical means in area

of light jungle

2 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 705.00 Cum 1419.05

graded M.C.B.T. material in single layer with motor graderon prepared surface,

mixing by mix in place method with rotovator at OMC and compacted with

vibratory roller 80 to 110 KN static weight to achieve desire density etc

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 278.00 Cum 2024.04

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying Compacted of Specified quarry Spall in side shoulder 113.00 Cum 1166.55

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

5 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 874.00 Cum 130.94

spreading the stuff, embankment as and wheredirected within 200meters from the

end of the cutting with allrequired lead and lift.

6 Earthwork for embankment including breaking clods, dressing with all lead and 4211.00 Cum 162.58

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

and watering of earthwork in layers with power roller including filling 787.00 Cum 22.73

indepressions which occur during the process.

8 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 713.00 Cum 4990.41

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

9 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 1.00 Nos. 704.34

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete

10 Providing and fixing Hectometer as per I.R.C. type design including painting, 4.00 Nos. 356.50

lettering etc. complete.(ii) Fixing in C.C. 1:5:10

11 Providing and fixing guard stone as per I.R.C. type design including white 35.00 Nos. 350.81

washing etc. complete.(ii) Fixing in C.C. 1:5:10

12 Citizen's information Board Providing and fixing of typical MMGSY information 1.00 Nos. 22997.70

board as per instruction.Two MS plates of 1.6 mm thick,of 900 mm x 750 mm

size fixed at top and bottom duly welded with MS angles of 25 x25 x 5 mm thick

M.S. plate shall be welded by welded bt two vertical M.S.flats & four horizontal

M.S. flates 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement conctrete M-15 grade block of 600 mm x 600 mm x

mm,below ground level.Painting New letters & figure of any shade with ready

mixed synthetic enample paint of superior quality in required shade and

colour,All sections of framed posts and steel tube will be painted with primer and

two coars of epoxy paints as per drawings clause 1701 and Annexure

02. Sch B_MMGSY_Navi karali To juni Karali Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

13 Providing and fixing Junction board of M.S. plates and angles as per standard 5.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

14 Road marking with hot applied thermoplastic paints withreflectorising glass beads 198.00 Sq.mt 367.73

on bitumin surface providing and laying ahot applied thermoplastic compound

mm thick includingreflectorising glass beads @ 250gms per sqm area, thickness

of2.5mm is excluding of surface applied glass beds as per IRC:35-2015.The

finished surface to be level, uniform and free from streaks andholes. zebra patta

/bump patta lane/center line/ edge line/cut patta.The white color marking should

provide liminance coefficinet oncemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall bemin 100 mcd/m2/lux during the service life during the day

time. Themarking should meet the performance criteria for night timereflectivity,

wet reflectivity and skid resistance as mentioned in thesection-15 of IRC 35-2015.

Warranty for the Retro reflectivity shouldbe two years.

15 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 12.00 Nos. 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per

design of IRC-67- 2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35x35x3mm; painted with

bestquality epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction 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. A warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be submitted by contractor.

(A) Class-B Type-4 Retro Reflective sheeting

16 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2.00 Nos. 5045.37

2mm aluminium sheet; size 90 x 60cms. rectangle as as 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 paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy

coatings in black and white bends. the details of symbol or inscription / numerals

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. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

17 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 2423.74

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. 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)...

02. Sch B_MMGSY_Navi karali To juni Karali Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 3.00 Nos. 3808.66

aluminium sheet; size 90 x 90 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 M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

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.(A) Engineer Grade(VR)

19 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 40.00 Nos. 217.41

polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs. tested in accordance

to ASTM D 4280 Type H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to the base shall

be 35 +/- 5 degree. The body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The colour of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

20 Road hump for maintaining and reducing speed and prepare Premix Carpet layer 2.00 No. 9088.99

accordance with IRC -35-2015 and IRC -99-2018 or as per dirtected by engineer

in incharge.(Including Thermoplast Marking)

21 Supply & fixing logo board of MMGSY diamond size (600mm x 600mm) 16 1.00 No. 4139.99

Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S plate and

mt. deep length single angle 75 x 75 x 6 mm size including fitting and painting

lettering with luminous color as per drawing etc.

22 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 374.00 Cum 247.85

useful materials and disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

23 Providing and filling in foundation with ordinary Cement concrete M-100 mix 326.00 Cum 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

24 Providing and casting in situ ordinary cement concrete M-150 mix and 284.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

25 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Rmt 1053.39

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (i) 300 mm dia.

26 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 7.50 Rmt 6621.26

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 1200 mm dia.

27 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 20934.60 Kg 77.29

binding and placing in position complete upto floor two level

28 Filling around the pipes with murrum including dressing, tampering etc. 28.00 Cum 86.43

29 White washing with lime on wall surface (two coats) to give an even shade 45.00 Sq.mt 12.40

including thoroughly booming the surface to remove all dirt, dust; mortar drops

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

30 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 138.00 No 84.63

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

31 Providing and laying filter Media 600mm thick directed at the back of abutments, 138.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

32 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 69.00 Rmt. 3354.21

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level,

all steel parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per

33 STOP SIGN:-Providing and fixing sing boards made out of 2mmaluminium 5.00 Nos. 4676.06

sheet; size 90 x 90cms. rectangle as per the designof IRC-67-1977 pre treated

with phospheting process & acidteching; coated with one coat of epoxy primer

and two coats ofbest quality epoxy paint; reflectorised with retro

refiectivesheeting as per latest M.O.S.T. Specifications; 3.1m long standpost and

frame fabricated from suitable size iron angle of 35 x35 x 3mm 75x75x6mm as

required; painted with best qualityepoxy coatings in black and white bends. the

details of symbol for each board shall be as per the instruction of engineer

incharge. 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 Grade(VR)..

34 Regulatory/Mandatory signs :Providing and fixing sing boardsmade out of 2mm 1.00 Nos. 3439.81

aluminium sheet; size 60cms. diameter circleas per the design of IRC-67-1977

pre treated with phosphetingprocess & acid eteching; coated with one coat of

epoxy primerand two coats of best quality epoxy paint; reflectorised withretro

refiective sheeting as per latest M.O.S.T. Specifications;3.1m long stand post and

frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm 75x75x6mm as

required; paintedwith best quality epoxy coatings in black and white bends.

thedetails of symbol for each board shall be as per the instructionof engineer in

charge. The fixing at site shall be in 1:2:4 CCblock of size 45 x 45 x 60cms. for

each leg. includingexcavation curing etc. complete under the supervision

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

35 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 102.00 Cum 4443.14

and cutt-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

36 Providing rubble block pitching of 22.5 cm thick including preparing the surface 721.12 Sq.mt 875.67

including providing panel wall of CC (1:3:6) @ 3.0 m c/c internal horizontaly and

vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

Rupees One Crore Eighteen Lakh(s) Thirty Four Thousand Five Hundred Thirteen And Paise Two only

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

(Please strike out which ever is not applicable.)

02. Sch B_MMGSY_Navi karali To juni Karali Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

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.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Sr.Divisional Account Officer Dy.Executive Engineer

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

Vadodara Vadodara

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

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