Road Work

Name Of Work :- Resurfacing and Strengthening of Chhhani to Sokhada Road (MDR) Km. 0/000 to 7/200 Ta.:- Vadodara Dist.:-

Vadodara Under KPY (2025-26-Normal)

Taluka :Vadodara District : Vadodara

1 Resurfacing and Strengthening of Chhhani to Sokhada Road (MDR) Km. 0/000 to 7/200 Ta.:- Vadodara Dist.:- Vadodara Under KPY

(2025-26-Normal)

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 2.88 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 Scarifying & Removing bitumen Macadam surface including completely removing 25410.00 Sq.mt 40.61

out the entire existing bituminous Surface, stacking useful materials on road side

and disposing off remaining stuff. Complete. As per instruction in Charge

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 1424.00 Cum 1254.42

providing close 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 completed.

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 3009.00 Cum 1780.63

to 45 mm in required layers including using 16% stone screening 13.2 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.

5 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 6469.00 Cum 1828.10

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 -

6 Providing and laying Compacted of Specified quarry Spall in side shoulder 1070.00 Cum 1018.08

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

7 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 1685.00 Cum 130.94

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

end of the cutting with allrequired lead and lift.

8 Earthwork for embankment including breaking clods, dressing with alllead and lift 2598.00 Cum 176.87

(including watering and consolidation) (C) From Borrowarea within All lead.

9 Rolling and watering of earthwork in layers with power roller including filling 1517.00 Cum 22.73

indepressions which occur during the process.

10 Providing and laying evenly Tack coat with emulsion bitumen RS-1 at rate of 4.0 38509.00 Sq.mt 20.00

Kg / 10 Sq.M. etc complete as directed with all labour and materials.

11 Providing and laying Tack coat with Bitumen Emulsion (RS-1) at the rate of 2.50 38509.00 Sq.mt 12.73

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with all

labour and materials

12 Providing and laying 75mm thick bitumen bound macadam in single layer on 38509.00 Sq.mt 308.05

existing surface with tack coat of rapid setting bitumen emulsion @ 2.50 kg /

sqm. & asphalt VG-30 at the rate of 20.00 kg / 10 sqm with the layer of machine

crushed black stone aggregate 40mm to 50mm size at the rate of 0.90 cum /10

sqm. with dry rolling and spreading key aggregate 12mm size at the rate of

cum / 10 sqm. with rolling and spreading the stone dust at the rate of 0.084 cum /

10 sqm including cost of rolling with vibratory roller, asphalt, fuel, kerosene, stone

dust etc. complete.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

13 Providing & Laying 50 mm Compacted thick Bituminous Macadam with B.T. 4236.00 M.T 2733.06

Aggregate as per MORT & H specification & Bitumen Grade VG-30 for mixing

@ 34 Kg. / M.T. i.e. 3.4% of total weight of mix including heating & mixing the

aggregate & asphalt in continuous batching mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including providing all

materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant & paver finisher etc.

14 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips as per 1772.00 M.T 3448.14

MORT&H gradation Type - A and Specification with bitumen grade VG-30 for

mixing at the rate of 51.00 kg/M.T. of total weight of mix (i.e. 5.10 % of total wt.

of mix) and mixing aggregate and asphalt by drum mix plant and spreading the

same by paver finisher including rolling and consolidation with static roller and

providing tools and plant fire wood, oil, kerosene, labour charges using contractor

own machineries etc.

15 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 1414.00 Cum 5110.60

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

joints with bitumen etc as per Engineer Incharge.

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 7.00 Nos. 1293.39

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

paints etc. complete (For N.H., S.H. and M.D.R.)

17 Providing and fixing Hectometer as per I.R.C. type design including painting, 58.00 Nos. 356.50

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

18 Providing and fixing guard stone as per I.R.C. type design including white 100.00 Nos. 350.80

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

19 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary 1.00 Nos. 1935.15

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering

etc. complete (For N.H., S.H. and M.D.R.)

20 Citizen's information Board Providing and fixing of typical KPY 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 17001 (10.16)

21 Providing and fixing Junction board of M.S. plates and angles as per standard 17.00 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

22 Road marking with hot applied thermoplastic paints withreflectorising glass beads 1722.60 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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 21.00 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

24 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium 2.00 Nos. 6397.43

sheet / 4mm ACP (Aluminum composite Panel); size 90x60 cms. 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; 3.3mtr 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 35 x 35 x 3mm; 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. (B) Class-B

Type-4 Retro Reflective sheeting

25 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 4.00 Nos. 3518.69

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.

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; 1.8mtr 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 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol 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. (B) Class B Type-4 Retro Reflective she

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

26 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 7.00 Nos. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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; 3.6mtr 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 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol 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. (B) Class B Type-4 Retro Reflective sheeting

27 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 2540.00 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.

28 Supply & fixing logo board of Kishan Path diamond size (600mm x 600mm) 16 1.00 No. 3934.96

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.

29 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 6935.60 Cum 177.29

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

Dense or Hard soil

30 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 1470.05 Cum 3306.84

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

31 Providing and casting in situ ordinary cement concrete M-150 mix and 2613.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 3000.00 Rmt 2706.60

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) 600 mm dia.

33 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 10.00 Rmt 4710.56

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) 900 mm dia.

34 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 87155.67 Kg 77.29

binding and placing in position complete upto floor two level

35 Filling around the pipes with murrum including dressing, tampering etc. complete. 41.00 Cum 86.43

36 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

37 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 330.00 No 84.63

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

detailed specification.

38 Providing and laying filter Media 600mm thick directed at the back of abutments, 330.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

39 Providing temporary all weather and fair weather diversion suitable for traffic 1.00 No 10100.00

during the construction period of the structure including providing necessary drain

diversion and all safty measures including red lamps/ signals at night for traffic

40 Providing and casting in situ controlled cement concrete M-250 for average 100 623.00 Cum 5230.79

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

curing and filling in joints with bitumen complete.

41 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 280.00 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

42 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 7.00 Nos. 6704.36

4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal 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; 3.6mtr 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 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol 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

year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class B Type-4 Retro Reflective sheeting.

43 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 5.00 Nos. 3540.12

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia

Circle 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; 3.6mtr 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 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol 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

year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class B Type-4 Retro Reflective shee

44 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 836.40 Cum 4443.14

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

curing complete.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

45 Providing rubble block pitching of 22.5 cm thick including preparing the surface 11826.21 Sq.mt 833.25

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.

46 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 9000.00 Sq.mt 704.08

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling .and filling the joint with sand in proper line and

47 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 12000.00 Rmt 370.69

block 30cm length,30cm height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

48 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and 3795.00 Cum 166.44

stacking of useful materials and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

49 Earthwork for embankment including breaking clods, dressing with all lead and 2070.00 Cum 173.92

lift (including watering and consolidation) (B) From Borrow area within 0.5 Km

50 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5- 100.00 No. 51237.30

coarsesand:3-graded stone aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand :4graded stone aggregate 20 mm

nominal size) Brick Work Using Brunt clay building bricks having crushing

strength not less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-coarsesand)finished Smooth (i)

In side size 1500 mm x 1500mm and Depth 3.00 mt. or as per site condition and

drawing including Precast cover without frame size 750 x 750 mm (heavy Duty M-

10) CI Steps 150 mm c/c alternate as per detailed Drawing.

Rupees Twelve Crore Seventy Seven Lakh(s) Forty Six Thousand Eight Hundred Forty One 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.

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Item of work Quantities Rate in Amount

Credit of Dismentalled /Reuse materils amounting of Rs. 1010 Must be fully recovered from respective 1st R.A. Bill Of

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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