Civil Work

Name Of Work :- Constructing of Deep Causeway on Ramangamadi Approach Road (V.R.N.P.) Ta. :- Vadodara Dist. :- Vadodara

Under BAUJO(2025-26)

Taluka :Vadodara District : Vadodara

1 Constructing of Deep Causeway on Ramangamadi Approach Road (V.R.N.P.) 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 0.07 Ha 28455.09

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

2 Providing, laying and Spreading Granular sub-base (Grade l) by providing close 149.00 Cum 1510.96

graded MCBT material in single layer with motor grader on 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 desier density etc completed.

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 71.00 Cum 2134.13

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 -

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 1395.00 Cum 130.94

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

5 Earthwork for embankment including breaking clods, dressing with all lead and 34.61 Cum 162.58

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

6 Rolling and watering of earthwork in layers with power roller including filling 231.75 Cum 22.73

indepressions which occur during the process.

7 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 140.00 Cum 5057.07

Road laid as directed including temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer Incharge.

8 Providing and fixing guard stone as per I.R.C. type design including white 342.00 Nos. 350.81

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

9 Citizen's information Board Providing and fixing of typical information board as 1.00 Nos. 22997.70

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

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 75 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 17001 (10.16)

02. Sch B_Baujo_ Raman gamadi App Road Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

10 Road marking with hot applied thermoplastic paints withreflectorising glass beads 74.25 Sq.mt 367.72

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.

11 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 6.00 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 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.(A) Engineer Grade(VR)

12 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 29.00 Nos. 217.40

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 +/-

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.

13 Supply & fixing logo board of Budget Ucchak Jogvai diamond size (600mm x 1.00 No. 4139.99

600mm) 16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S

plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size including fitting

and painting lettering with luminous color as per drawing etc.

14 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 712.55 Cum 247.85

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

Dense or Hard soil

15 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 94.00 Cum 3306.84

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

16 Providing and casting in situ ordinary cement concrete M-150 mix and 438.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

17 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 165.00 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.

02. Sch B_Baujo_ Raman gamadi App Road Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 3034.00 Kg 77.29

binding and placing in position complete upto floor two level

19 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 230.00 No 84.63

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

detailed specification.

20 Providing and laying filter Media 600mm thick directed at the back of abutments, 220.40 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

21 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium 1.00 Nos. 3856.90

sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction

ofengineer in charge. 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)...

22 Providing & Fixing " FLOOD GUAGE POST" on Causeway /dip having (Channel 2.00 Nos. 1987.68

size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering with

ordinary paint colour as per instruction of engineer in charge.

23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 50.00 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 clause

24 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 2588.30 Cum 498.94

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

25 Providing and filling in foundation with ordinary Cement concrete mix and 449.11 Cum 3677.41

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

26 Providing & casting in situ oridinary cement concrete M-200 Mix and providing 1691.90 Cum 4255.13

necessary pin headers including shuttering, scaffolding, laying, vibrating and

finishing concrete without v-grooves. (A) 0 to 5 mt

27 Providing and casting in situ controlled cement concrete M-300 for R.C.C. return 68.34 Cum 5313.61

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1)

Piers (2) Abutment (3)

28 Providing and casting in situ controlled cement concrete M-300 for R.C.C. return 9.67 Cum 5628.73

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 5.0 to 10.0 M. (1)

Piers (2) Abutment (3)

29 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 28.42 M.T 73858.70

grade Fe-500D for following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various structural

30 Providing and casting in situ controlled cement concrete M-250 for average 75 41.39 Cum 5230.79

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

31 Providing and filling sand behind abutments and between returns in layers as 1240.10 Cum 456.56

02. Sch B_Baujo_ Raman gamadi App Road Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

32 Providing and fixing Number plate of Marble plate stone of required size set in 1.00 No. 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

33 Providing and Casting in situ controlled Cement Concrete M-300 for R.C.C. Raft 87.50 Cum 4707.61

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

curing complete.

34 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 12.68 MT. 10162.62

to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar

35 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 8.45 MT. 7296.24

to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar

36 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) 305.64 Cum 1067.08

including and packing and filing in the interestices with quarry-spalls.

Rupees One Crore Ninety Eight Lakh(s) Thirty One Thousand Seven Hundred Twenty Five And Paise

(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.)

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

02. Sch B_Baujo_ Raman gamadi App Road Page