Road Work

Name Of Work :- Resurfacing and Strengthening of Various Road Under KPY (Normal) in Vadodara Taluka Dist. :- Vadodara

Taluka :Vadodara District : Vadodara

1 Resurfacing and Strengthening of Chikhodara to Alhadpura Road (VR) Km. 0/000 to 3/300 Ta.:- Vadodara Dist.:- Vadodara Under

KPY (2025-26-Normal)

2 Resurfacing and Strengthening of Meghakui To Dangikui Road (VR) Km. 0/000 to 1/800 Ta.:- Vadodara Dist.:- Vadodara Under

KPY (2025-26-Normal)

3 Resurfacing and Strengthening of Ajitpura Approach Road (VR) Km. 0/000 to 1/200 Ta.:- Vadodara Dist.:- Vadodara Under KPY

(2025-26-Normal)

4 Resurfacing and Strengthening of Vadadla to Navapura Road (VR) Km. 0/000 to 1/800 Ta.:- Vadodara Dist.:- Vadodara Under KPY

(2025-26-Normal)

5 Resurfacing and Strengthening of Vadadla to Harinagar Road (VR) Km. 0/000 to 1/450 Ta.:- Vadodara Dist.:- Vadodara Under KPY

(2025-26-Normal)

6 Resurfacing and Strengthening of Maretha To Khalipur Road (VR) Km. 0/000 to 3/100 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 4.94 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 light jungle

2 Scarifying & Removing bitumen Macadam surface including completely 14316.00 Sq.mt 40.61

removing out the entire existing bituminous Surface, stacking useful materials on

road side and disposing off remaining stuff. Complete. As per instruction in

Charge Engineer.

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 340.00 Cum 1504.38

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 132.00 Cum 2084.54

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 3720.00 Cum 2106.80

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.

6 Providing and laying Compacted of Specified quarry Spall in side shoulder 1871.00 Cum 1222.59

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 2945.00 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 4539.00 Cum 176.87

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

9 Rolling and watering of earthwork in layers with power roller including filling 2652.00 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 31603.00 Sq.mt 19.52

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 57020.00 Sq.mt 12.42

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

labour and materials

02. Sch B_KPY_Vadodara._Pkg-33.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 3325.00 MT. 2471.84

VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. Chips of

required gradation including cleaning and heating asphalt premix materials by

hot mix process in proper gradation and laying with paver finisher and

consolidation by roller of 8 to 10 tonnes including cost of all materials, Asphalt,

aggregates, labour Charges, royalty charges etc.completed as directed. including

flushing key aggregate @0.13 Cum/10 Sq.m.

13 Providing laying and rolling 25 mm thick open graded premixed bitumineous 2329.00 MT. 2778.50

carpet with B.T. aggregate as specified and using bitumen for mixing with

agreegate at the rate of 3.36%i.e 33.60 kg/M.T. of total mix including heating

and mixing in drum mix plant and spreading the same with paver finisher and

consolidation with power roller including necessary firewood, oil, lubricants,

labour charges etc. using contractor's own drum mix plant and equipment, tool

etc. completed in accordance with the requirement of specification.

14 Providing and laying seal coat with B.T aggregate as specified using aggregate at 1200.00 M.T 3182.21

the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for mixing with

aggregate at the rate of 4.5 % i.e 45.00 Kg/M.T of total mix including heating

and mixing in drum mix plant and spreading the same by paver finisher and

consolidation with Power roller including necessary fire wood oil, lubricans

,labour charges using conractor's own drum mixplant, machineries and

equipment ,tools ( including flushing & screened stone dust etc .complete in

accordance with the requirement of specification.

15 Providing and laying Ashphalt Painting on BT Surface with Bitumen VG-30 at 44241.20 Sq.mt 26.71

rate of 5 Kg/10 Sq.m and Spreading Stone dust on painting surface at the rate of

0.03cum/ 10 Sq.m with rolling PTR roller.

16 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 1016.38 Cum 5092.87

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

filling in joints with bitumen etc as per Engineer Incharge.

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 16.00 Nos. 704.33

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

painting,lettering etc. complete

18 Providing and fixing Hectometer as per I.R.C. type design including painting, 104.00 Nos. 356.50

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

19 Providing and fixing guard stone as per I.R.C. type design including white 250.00 Nos. 350.80

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

20 Citizen's information Board Providing and fixing of typical KPY information 6.00 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

(10.16) and fixing Junction board of M.S. plates and angles as per standard

21 Providing 13.00 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

02. Sch B_KPY_Vadodara._Pkg-33.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

22 Road marking with hot applied thermoplastic paints withreflectorising glass 2830.00 Sq.mt 367.72

beads on bitumin surface providing and laying ahot applied thermoplastic

compound 2.5 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

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.

23 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 170.00 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/ Bump Ahed sign :-Providing and fixing sign boards made out of 11.00 Nos. 5045.36

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)...

25 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 54.00 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

02. Sch B_KPY_Vadodara._Pkg-33.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

26 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 49.00 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)

27 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 1320.00 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

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.

28 Supply & fixing logo board of Kishan Path diamond size (600mm x 600mm) 16 6.00 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 917.80 Cum 247.85

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 493.56 Cum 3306.84

and 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 1485.00 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 45.00 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.

33 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 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.

34 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 53959.62 Kg 77.29

binding and placing in position complete upto floor two level

35 Filling around the pipes with murrum including dressing, tampering etc. 159.00 Cum 86.43

36 White washing with lime on wall surface (two coats) to give an even shade 272.00 12.40

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

37 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 675.00 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, 675.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

02. Sch B_KPY_Vadodara._Pkg-33.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

39 Providing temporary all weather and fair weather diversion suitable for traffic 5.00 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 etc. comp.

40 Dismentaling the existing structure including removing and stacking the 172.25 Cum 908.20

dismentelled materials as and where directed. (A) R.C.C. work

41 Providing and casting in situ controlled cement concrete M-250 for average 75 269.45 Cum 5230.79

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

curing and filling in joints with bitumen complete.

42 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 745.00 Rmt. 3354.21

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

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

x 75 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 811)

43 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 15.00 Nos. 4676.06

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

with phospheting process & acid teching; 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 75x75x6mm as

required; painted with best quality 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing tec. complete under the supervision of

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

44 Regulatory/Mandatory signs :Providing and fixing sign boards made out of 2mm 17.00 Nos. 3439.81

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

pre treated with phospheting process & acid eteching; 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 75x75x6mm

as required; painted with best quality 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 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)..

45 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 35.70 Cum 4443.14

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

curing complete.

02. Sch B_KPY_Vadodara._Pkg-33.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

46 Providing rubble block pitching of 22.5 cm thick including preparing the surface 567.88 Sq.mt 907.99

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 Five Crore Ninety Six Lakh(s) Ninety One Thousand Five Hundred Ninety Eight And Paise

Twenty Five only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

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

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(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.

Credit of Dismentalled /Reuse materils amounting of Rs. 45885.12 Must be fully recovered from respective 1st R.A. Bill

Of Contractor's.

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_KPY_Vadodara._Pkg-33.xls Page