Road Work

Name Of Work :- Resurfacing and Strengthening of Champaner Kambola Adalvada Ghantiad Road (ODR) Km. 0/000 to

13/200 Ta.:- Savli Dist.:- Vadodara

1 Resurfacing and Strengthening of Champaner Kambola Adalvada Ghantiad Road (ODR) Km. 0/000 to 13/200 Ta.:- Savli

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 5.28 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 Scarifying & removing bitumen macadam surface including Completely 4219.00 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

3 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 1115.00 Cum 1096.86

graded MCBT. material in single layer with motor graderon prepared surface,

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

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

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 253.00 Cum 1585.70

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 1071.00 Cum 1639.23

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 2619.00 Cum 823.15

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

7 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 3094.00 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.

8 Earthwork for embankment including breaking clods, dressing with all lead and 4119.00 Cum 176.87

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

9 Rolling & watering of earthwork in layers with power roller including filling in 2785.00 Cum 22.73

depressions which occur during the process.

10 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate 8754.00 Sq.mt 21.21

of 4.0 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 44840.00 Sq.mt 13.43

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

all labour and materials

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing & Laying 50 mm Compacted thick Bituminous Macadam with B.T. 4933.00 MT. 2774.47

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.

13 Providing and laying 20mm thick mix seal surfaceasing using B.T. chips as per 2063.00 MT. 3561.26

required gradation adn mixing asphalt grade VG30 @ 5.10% by weight of total

mix and mixing by contractor's own drum mix plant and laying by paver finisher

and consolidation with vibratory 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

14 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 922.50 Cum 5128.78

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

filling in joints with bitumen etc as per Engineer Incharge.

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 14.00 Nos. 704.33

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

painting,lettering etc. complete (For O.D.R road V.R.)

16 Providing and fixing hectometer as per I.R.C. type design including painting, 106.00 Nos. 356.50

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

17 Providing and fixing guard stone as per I.R.C., type design including white 150.00 Nos. 350.80

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

18 Citizen' s information Board- Providing and fixing of typical information board 1.00 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

19 Supply & fixing logo board of MMGSY diamond size (600 X 600mm) 16 gauge 1.00 Nos. 3934.96

& board 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

20 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

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

21 Road marking with hot applied thermoplastic paints with reflectorising glass 2805.00 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 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 5.00 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 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.

23 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 54.00 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 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 sheeting

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

24 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 24.00 Nos. 3906.19

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

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

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 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 9.00 Nos. 3540.12

2mm 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

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.

26 Village Name sign : Providing and fixing sign boards made out of 2mm 2.00 Nos. 6397.43

aluminium sheet / 4mm ACP (Alluminium composite panel) size 90 x 60 cms.

rectangle as per the 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 reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.R.T.H. specifications,

3.3 mt. 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 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 warranty for 10 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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

27 Hazard Marker Sign :-Providing and fixing sign boards madeout of 2.0 mm 30.00 Nos. 3518.69

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

rectangular as per design ofIRC-67-2012. Pre treated with phospheting process &

acidetching; coated with one coat of epoxy primer and two coatsof best quality

epoxy paint ; reflectorised with High IntensityPrismatic Grade retro refiective

sheeting of Type-4 as per ASTMD-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

asrequired and frame fabricated from suitable size iron angle of35 x 35 x 3mm;

painted with bestquality epoxy coatings inblack and white bends. The details of

symbol for each board shall be as per the instruction of engineer in charge. The

fixingat site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. foreach leg

including excavation, curing etc.complete under thesupervision of engineer in

charge. A warranty for 7 years forthe Retro reflective sheeting from original

manufacturer & acertified copy of 3 year outdoor exposure test report fromthird

party test lab for the product offered shall be submittedby contractor. (B) Class-B

Type-4 Retro Reflective sheeting

28 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 710.00 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 +/- 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.

29 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 95.00 Rmt 3354.21

3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 mt. 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

30 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 370.00 Cum 247.85

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

Dense or Hard soil.

31 Providing and filling in foundation with ordinary Cement concrete M-100 mix 392.94 Cum 3306.84

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

32 Providing and casting in situ ordinary cement concrete M-150 mix and 518.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

33 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 52.50 Meter 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, 37776.62 Kgs. 77.29

binding and placing in position complete upto floor two level

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

35 Providing and Casting in situ controlled cement concrete M-250 for average 75 130.88 Cum 5230.79

mm thick Wearing Coat laid as directed including tempering, Vibrating,

finishing,curing and filling in joints with bituminious complete .

36 Filling around the pipes with murrum including dressing, tampering etc. 141.00 Cum 86.43

37 White washing with lime on wall surface (two coats) to give an even shade 241.00 Sq.mt 12.40

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

and other foreign matter.

38 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 190.00 No. 84.63

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

detailed specification.

39 Providing and laying filter Media 600mm thick directed at the back of abutments, 190.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

40 Providing temporary all weather and fair weather diversion suitable for the traffic 5.00 No 10100.00

during construction period of the bridge including providing necessary drains and

all safety measures including red lamps/signals at night for traffic etcFor HP

41 Dismentaling the existing structure including removing and stacking the 674.82 Cum 908.20

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

Credit For Diversion

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.)

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.

5 Credit of Dismentalled /Reuse materils amounting of Rs. 43251.34 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

Sr.Divisional Account Officer Dy.Executive Engineer

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

01.Sch B Resurface Champaner Kambola Savli.xls Page