Road Work

Name of Work :- Por - Kayavarohan - Sadhli Road (S.H.) Dist. Vadodara (W.S. 0/00 to 0/880)

(Resurfacing 400 M. and Wideing 480 M., Street light, RCC Drain & Misc Work)

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Figure Total

1 Providing and Spraying Prime Coat with Bitumen emulsion S S-1 5250.00 Sqm. 67.64

@ 7.50 Kg / 10 SqM including Cost of asphalt.

2 Providing and laying 80 mm thick Dense Bituminous Macadam 2226.40 M.T. 3227.72

(DBM) in single layer with B.T. aggregate as per M.O.R.T. & H.

specification and using emulsion RS-1 as per IS 8887: for tack

coat @ 2.50 KG. / 10 Sq.m. with mechanical sprayer and Bulk

asphalt VG-40 for mixing @ 40.00 KG. / M.T. i.e. 4.0 % of total

weight of mix including heating and mixing the aggregate and

asphalt in continuous of batch mix plant and hot laid process

spreading the same by paver finisher and consolidation with roller

as per M.O.R.T. & H specification to achieve desired density,

including providing all materials equipments, tools and plants, fire

wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery batch mix plant and paver finisher etc.

3 Providing & Laying bituminous concrete (40mm) with higher 1161.60 M.T. 3747.39

capacity batch type hot mix plant using crushed aggregates of

specified grading, premixed with bituminous binder @ 5.4% of mix

and filler, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory

and tandem rollers to achieve the desired compaction as per

MoRT&H specification clause No. 507 complete in all respects.

4 Clearing and grubbing road land including uprooting rank 0.576 Hact. 28455.09

vegetation grass bushes, shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

5 Recycling pavement by cold milling of 100 mm existing crust 396.00 Cum. 1036.83

planning the surface after cold milling, reclaiming excavated

material to the full extent of the required quantity, hauling and

stock piling the reclaimed material near working site, spreading

and mixing the reclaimed material with subgrade layer at 35%

volume of subgrade, laying at site and compacting it to the

required grade, level and thickness, all as directed by Engineer in

6 Earthwork in cuting in all sorts of soil and soft murrum including 2688.00 Cum. 130.94

conveying and spreading the stuff, embankment as and where

directed from the end of the cutting with all required lead and lift.

7 Earthwork for embankment including breaking clods, dressing with 3841.85 Cum. 173.67

all lead and 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 any lead

8 Box cutting the road surface to proper slope and camber for 4286.10 Cum. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto any

lead. (Including existing B.T.Surface,Wetmix and Gsb Surface)

It. No. Description of Item Quantity Unit Rate in Figure Total

9 Construction of 125 mm Thick Compacted Granular Sub Base 915.00 Cum. 1664.37

(Grade-I, Crushed B T Material of 53 mm to 26.500 @ 35 %.

26.50 mm to 4.75 mm @ 45 % and Below 2.36 mm @ 20%) by

Providing Close Graded Material . Mixing in Mechanical Mix Plant

at OMC Carrige of Material to work site Spreading Uniform Layers

with Mortar Grader On Prepared Surface and compacting with

Vibratory Power Roller to achive desire density Complete as per

10 Construction of 125 mm Thick Compacted Granular Sub Base 915.00 Cum. 1629.05

(Grade-IV, Crushed B T Material of 26.5 mm to 9.5 mm @ 64%,

9.5 mm to 4.75 mm @ 11%, Below 4.75 mm @ 25% ) by

Providing Close Graded Material . Mixing in Mechanical Mix Plant

at OMC Carrige of Material to work site Spreading in Uniform

Layers with Mortar Grader on Prepared Surface and compacting

with Vibratory Power Roller to achieve desired density Complete

as per Clause 401-Morth.

11 Providing, Laying, spreading and compacting 250 mm thick 1830.00 Cum. 1960.15

graded stone aggregates to Wet Mix Macadam in Two layers

each of 125 mm as per MORT & H specification including

premixing the material with water at OMC in mechanical mix plant,

carriage of mixed material by tippers to site, laying in uniform

layers with paver in sub base / base course on well prepared

surface and compacting with vibratory roller to achieve the desired

12 Providing and laying Compacted 150 mm thick of Specified 261.00 Cum. 826.00

granular material (Quarry Spell) in side shoulder including

carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

13 Excavation for foundation in sand, gravel, clay soft soils and 3953.30 Cum. 498.94

murrum etc. 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.

14 Providing and filling in foundation with thick 200 mm ordinary 312.00 Cum. 3306.84

Cement concrete M100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

15 Providing and Casting in situ controlled Cement Concrete M-200 2132.00 Cum. 4443.13

for R.C.C. Raft and cutt-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

16 Providing TMT Bar FE 550D reinforcement for R.C.C. work 63960.00 Kg./Cu 94.99

including bending, binding and placing in position complete upto m.

floor two level.

17 Providing and laying pitching on slopes laid over prepared filter 2166.00 Sqm. 998.89

media including boulder apron laid dry in front of toe of

embankment and panel beam cast in situ with M150 concrete

without formwork complete with pointing in 1:3 cement mortar as

per technical specifications.

18 Earthwork for embankment including breaking clods, dressing with 4765.20 Cum. 165.25

all lead and lift (excluding watering and consolidation) (E) From

Borrow area within any lead.

19 Dismantling of existing structures like culverts, bridges, retaining 495.00 Cum. 1056.58

walls and other structure comprising ofmasonry, cement concrete,

wood work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposalof

unserviceable material and stacking the serviceable material with

all lifts and lead of 1000 metres) (i) RCC Work

It. No. Description of Item Quantity Unit Rate in Figure Total

20 Providing & filling in foundation as base course with ordinary 80.20 Cum. 3637.10

cement concrete of M 15 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing complete.

21 Providing and casting in situ controlled cement concrete M-30 for 104.40 Cum. 5093.12

R.C.C. box & Retaing Wing wall as per drawings including

centering huttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.

22 Providing and laying rubble for apron (each stone weighing not 16.50 Cum. 1051.41

less than 40 Kg.) including hand packing and filling in the

interstices with quarry spall.

23 Providing and laying rubble for apron (each stone weighing not 98.87 Cum. 1067.08

less than 40 Kg.) including hand packing and filling in the

interstices with quarry spall.

24 Providing & laying weep hole in Abutments, and returns by using 54.00 No. 84.63

P.V.C pipe of 100mm including laying in proper grade and jointing

the completed as per detailed specification.

25 Providing TMT Bar FE 550D reinforcement for R.C.C. work 7.83 M.T. 94990.50

including bending, binding and placing in position complete upto

floor two level

26 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 781.00 Rmt. 4945.54

a"W" metal beam crash barrier comprising of 3 mm thick

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

fixed on ISMC serieschannel vertical post, 150 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 begalvanised 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 ofchannel

section 150 x 75 x 5 mm, 330 mm long complete as per clause

27 Providing G.I. 100 mm. diameter water spouts including necessary 4.00 No. 536.03

iron gratings as per drawings.

28 Providing 12 mm thick Pre- moulded asphalt filler joints as per 6.90 Sqm. 703.53

29 Providing and laying Filter Media 600mm Thick directed at the 135.00 Sqm. 1209.85

back of Abutment, return and wing walls as per detailed

30 Filling available excavated earth/wethered rock in 107.00 Cum. 133.65

trenches,sides of foundations etc. in layers not exceeding 20 cm in

depth consolidating each disposited layer by ramming and

31 Providig and layiing RCC Drain / gutter having size of 1000 mm x 760.00 Rmt. 6614.18

1000mm of M:25 Grade including Excavaion, laying of PCC,

Fixing in position, laying, transporting at site etc complete as per

drawing and as directed by engineer in charge.

It. No. Description of Item Quantity Unit Rate in Figure Total

32 Hazard Marker Sign :-Providing and fixing sign boards made out 6.00 No. 3666.30

of 2.0 mm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of 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

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

Cms. 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. (A) Class-C Type-11 Retro Reflective sheeting

33 Regulatory / Mandatory Sign :-Providing and fixing sign boards 32.00 No. 4618.73

made out of 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

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

Cms. 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. (A) Class-C Type-11 Retro Reflective sheeting

34 Cautionary Warning Sign :-Providing and fixing sign boards made 34.00 No. 5077.27

out of 2mm 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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

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

Cms. 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. (A) Class-C Type-11 Retro Reflective sheeting

It. No. Description of Item Quantity Unit Rate in Figure Total

35 Place Identification Sign :-Providing and fixing sign boards made 3.00 No. 14085.46

outof 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 150x90 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

with one coat ofepoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x

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 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

x 60 Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

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-C Type-11 Retro Reflective sheeting.

36 Direction (Informatory) Sign :-Providing and fixing sign boards 7.00 No. 26572.09

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 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; 4.0mtr (2 Nos.) 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 50x50x5mm;

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. (A) Class-C Type-11 Retro Reflective

37 Road marking with hot applied thermoplastic paints with 1197.15 Sqm. 367.72

reflectorising glass 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 beds 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 color marking should provide liminance

coefficinet on cemend 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.

It. No. Description of Item Quantity Unit Rate in Figure Total

38 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 346.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic 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 strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

2 mm and height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineerin- charge.

39 Tree Guard sign :-Providing & fixing sign board made out of 2mm 12.00 No. 531.26

aluminium sheet / 3mm ACP (Aluminum composite Panel) , size

30cms diameter circle, pretreated with phospheting process and

acid etching, painted with one coat of epoxy primer and two coats

of best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. specifications. A warranty for

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-C Type-11 Retro Reflective sheeting.

40 Water Based Kerb Painting(painting on cross drainage head wall): 220.00 Sqm. 117.16

Providing and applying cold applied kerb painting on concrete

surface with First coat of Grade 1 (as per IS 164 ) water based

acrylic primer/paint white, second coat of water base enamel

glossy paint white/yellow and third coat top coat water base

glossy enamle black with mechnical airless spray application for

required uniform finish of smooth gloss finish. Cleaning of the

surface thoroughly by removing flakes,dust deposits, vegetation

growth,pasted paper etc., using coir / coil brush and air blower,so

as to enable the application of respective primer etc.

It. No. Description of Item Quantity Unit Rate in Figure Total

41 Chevron sign :-Providing and fixing sign boards made out of 29.00 No. 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; 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 10 years for the Retro reflective sheeting

from originaa 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-C Type-11

Retro Reflective sheeting

42 Providing & filling in foundation with ordinary cement concrete M 9.90 Cum. 4007.14

15 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete. (PCC below

43 Providing & fixing Mild Steel Railing of height 1m above median 5247.00 Kg. 139.10

with suitable foundation, welding and painting primer and 2 coats

of enamel paint of colour as directed by engineer-in-charge.

Rs. Five Crore Fifty Four Lakhs, Seventy Thousand, Six Hundred Twenty Seven and Fourty Four

I/We am/are willing to carry out the work @ ______________ % ______________ percent

(should be written in figures and words) below / above, the estimated rates mentioned above, amount of

my/our tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and

It. No. Description of Item Quantity Unit Rate in Figure Total

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 The contractor will have to submit the mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

6 Credit of dismental material Rs. 5000/- + Rs. 192255.92 = 197255.92 (One Lakh Ninety Seven

Thousand Two Hundred Fifty Five and Ninety Two Paisa) only shall be recovered from Bill of

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.1 District (R & B) Division

Vadodara Vadodara