Road Work

Name Of Work :- Constructing Various Road of Ta.Dabhoi Dist: Vadodara Under MMGSY Normal (2025-26) (Pac.56)

Taluka :Dabhoi District : Vadodara

1 Constructing Borbar to Nariya Road Km. 0/0 to 2/40 (VR NP) Ta.Dabhoi

2 Constructing Vadhvana to Khandiyakuva Road Km. 0/0 to 1/50 (VR NP) Ta.Dabhoi

Bill of Quantities

Item of work Quantities Rate in Amount

Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 2.60 Hectar 28455.09

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Cement Stabilisation for Improving Subgrade :-Providing, Laying and spreading 1440.00 Cum 491.35

soil on a prepared Sub-grade, pulverising, adding the designed quantity of cement

to the spread soil, mixing in place with rotavator, grading with the motor grader

and compacting with the road roller at OMC to achieve the desired unconfined

compressive strength and to form a layer of improved Sub-grade, Sub-base/base

as per Technical Specification Clause

3 Providing laying and Spreading Granular sub-base (Grade l)by providing close 3686.00 Cum 1397.68

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

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 1245.00 Cum 1944.40

mm 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 2350.00 Cum 2024.81

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 439.00 Cum 600.15

including carraige of material and spreading on prepared base including

compacting as per Specification etc... complete.

7 Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and 2019.00 Cum 130.94

spreading the stuff ,embankment as and where directed upto 200 Meters from the

end of cutting with all required lead and lift.

8 Earthwork for embankment including breaking clods, dressing with all lead and 21220.00 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

9 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) 15090.00 Sq.mt 63.23

at rate of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour and materials

10 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 29390.00 Sq.mt 13.46

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

all labour and materials

47 Sch B Const. Various road Dabhoi Ta. (Pac.56).xls

Item of work Quantities Rate in Amount

Unit Figures in

11 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 1134.00 MT. 2598.90

VG-30 at the rate of1.99% 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.

12 Providing laying and rolling 25 mm thick open graded premixed bitumineous 796.00 MT. 3009.26

carpet with B.T. aggregate as specified and using bitumen grade VG-30 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

13 Providing & laying Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips 410.00 M.T 3480.88

6mm size & binder grade VG-30 content at the rate of 4.50 % by total weight of

mix . Hot mix laying process is including heating the asphalt aggregate

continuous batching, transporting the mix and spreading the same by paver

finisher & consolidation with power roller including providing necessary fire

wood, oil, lubricant, labour charges, higher charges of machinery etc, complete.

14 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 5.00 Nos. 704.33

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

and paints etc. complete (For O.D. road V.R.)

15 Providing and fixing hectometer as per I.R.C. type design including painting, 15.00 Nos. 356.50

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

16 Providing and fixing guard stone as per I.R.C., type design including white 120.00 Nos. 350.80

washing etc. complete. (I)Fixing in 1:5:

17 Citizen' s information Board- Providing and fixing of typical information board 2.00 Nos. 22997.70

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

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S

plate shall be welded by 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

concrete M-15 grade blocks of 600mm x 600mm x 750 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 coats of epoxy paints as

per detailed drawing

18 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board 2.00 Nos. 4491.47

plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep length

single angle 75x 75x 6 mm size including fitting and painting lettering with

luminous colour as per drawing etc

47 Sch B Const. Various road Dabhoi Ta. (Pac.56).xls

Item of work Quantities Rate in Amount

Unit Figures in

19 Direction sign (Junction board):-Providing and fixing sing boards made out of 5.00 Nos. 14831.71

2mm aluminium sheet; size 244 x 122cms. 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 75x75x6mm as

required; 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)...

20 Supplying and fixing road sign board of M.S. plates and angle iron including 12.00 Nos. 3072.99

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design. (ii) Reflective type as per

detailed drawing

21 Road marking with hot applied thermoplastic paints with reflectorising glass 829.20 Sq.mt 367.72

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface applied glass beads as per

IRC:35-2015. The finished surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white

colour marking should provide liminance coefficinet on cement road shalll be min

130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

22 Village name sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 2.00 Nos. 5045.36

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)

23 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 20.00 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 .....................

47 Sch B Const. Various road Dabhoi Ta. (Pac.56).xls

Item of work Quantities Rate in Amount

Unit Figures in

24 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 16.00 Nos. 3711.75

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

of35x35x3mm; 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

25 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 48.00 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

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.

26 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 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) 300mm dia.

27 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 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.(iii) 600mm dia.

28 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 1075.00 Cum 194.04

useful materials and disposing of the excavated stuff upto 50 meter lead.(A)

Loose of soft soil.

29 Providing and filling in foundation with ordinary Cement concrete M-100 mix 321.50 Cum 3306.84

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

30 Providing and casting in situ ordinary cement concrete M-150 mix and 973.40 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 80.00 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.

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 75.00 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. (vi) 1200 mm dia.

47 Sch B Const. Various road Dabhoi Ta. (Pac.56).xls

Item of work Quantities Rate in Amount

Unit Figures in

33 Providing ISI Mark TMT bar Fe-500D reinforcement for RCC Work including 8949.00 Kgs. 77.29

bendinf, binding and placing in position complete as per detailed drawinngs for

Solid slab, Abutment cap, dirt wall & Pier cap & Also for the (For Temperature

Reinforcement of Abutment, Return & Pier)

34 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 116.00 Nos. 84.63

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

detailed specification.

Rs. Three Crore Twenty Five Lac Forty Five Thousand One Hundred Sixteen And Five N.P. 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 under.

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.)

1 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

4 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 Dabhoi

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

47 Sch B Const. Various road Dabhoi Ta. (Pac.56).xls