(Package) (1) Resurfacing of Tankari-Islampur-Kapuriya-Nada Road (O.D.R.) Km. 0/00 to 3/275 (2) Resurfacing of Nobar-Bhodar Road (O.D.R.) Km. 0/00 to 3/640 (3) Resurfacing of Koteshwar-Jambusar Road (O.D.R.) Km. 0/00 to 2/250 & (4) Resurfacing of Chhidra-Jhamdi Road (O.D.R.) Km. 0/00 to 1/800 Dist. Bharuch

Name of Work :- (Package) (1) Resurfacing of Tankari-Islampur-Kapuriya-Nada

Road (O.D.R.) Km. 0/00 to 3/275 (2) Resurfacing of Nobar-Bhodar Road (O.D.R.)

Km. 0/00 to 3/640 (3) Resurfacing of Koteshwar-Jambusar Road (O.D.R.) Km. 0/00

to 2/250 & (4) Resurfacing of Chhidra-Jhamdi Road (O.D.R.) Km. 0/00 to 1/800

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass 1.98 Hect. 28393.04

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (B) By mechanical

means in area of light jungle.

2 Box cutting the road surface to proper slope and camber for making a base 11553.00 Cum 104.20

for road work including removing the excavated stuff and depositing on the

road side as directed within all lead and lift.

3 Construction of 150 mm thick compacted granular sub base (Grade-I, 3513.00 Cum 1710.48

Crushed B.T. materials of 53 mm to 9.5 mm @ 50%, 9.5 mm to 2.36 mm @

20%, Stone dust 2.36mm below @ 30%) by providing close graded material,

mixing in a mechanical mix plant at OMC, carriage of a mix material to work

site, spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density, complete

clause as per 401 as per MOST specification etc. complete.

4 Construction of 150 mm thick compacted granular sub base (Grade-IV, 2752.00 Cum 1815.18

Crushed B.T. materials of 26.5mm to 9.5 mm @ 64%, 9.5 mm to 4.75 mm @

11%, 4.75mm to 2.36 mm @ 25%) by providing close graded material,

mixing in a mechanical mix plant at OMC, carriage of a mix material to work

site, spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density , complete

5 Providing and laying wet mix macadam base course 250 mm thick in two 4200.00 Cum 1886.11

layers (125 x 2 layers) as per MORTH specification using machine crushed

B.T. chips as per required gradation, mixing with required optimum quantity

of water, conveying the mix to site of work, spreading in to grade and camber

with paver / mechanical means and consolidation each layer with vibratory

roller to achieve the desired density including cost of material labour plant

and equipment etc. complete.

6 Providing and applying priming coat with emulsion SS-I at the rate of 7.50 15251.00 Sq.m. 62.30

kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating and

applying etc. complete.

7 Picking of the bituminous surface using JCB excavator or by any mechanical 10450.00 Sq.m. 5.23

means, cleaning and removal of loose and unsuitable material on the road

surface including cost of fuel, oil, lubricant, labour charges and disposal of

loose unsuitable material from site to the disposal site as directed by

Engineer in charge.

8 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 21151.00 Sq.m. 39.62

cm.depth including stacking useful materials on road side and disposing off

remaining stuff.

9 Earthwork for embankment including breaking clods, dressing with all lead 1338.75 Cum 169.43

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. (E) From Borrow area within

all lead and lift.

10 Earth work in cutting in all sorts of soil and soft murrum including conveying 15584.60 Cum 127.74

and spreading the stuff embankment as and where directed within 200 meter

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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

11 Rolling and watering of earth work in layers with power roller including filling 11813.80 Cum 22.48

in depression which occur during the process.

12 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with 105.00 Rmt. 3879.10

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 NP3 casted by

vertically vibrated technology of following internal diameter. 900mm dia.

13 Providing and laying 60 mm thick compacted B. M. with B.T. aggregate as 2573.80 M.T. 3159.28

per MORT&H specification using emulsion grade RS-1 for coat at

Kg./10 Sq.mt. with mechanical sprayer and bitumen grade VG-30 for mixing

at the rate 34.0 Kg/M.T. i.e. 3.4 % of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete

14 Providing and laying 75 mm thick compacted B. M. with B.T. aggregate as 5592.40 M.T. 3094.25

per MORT&H specification using emulsion grade RS-1 for coat at

Kg./10 Sq.mt. with mechanical sprayer and bitumen grade VG-30 for mixing

at the rate 34.0 Kg/M.T. i.e. 3.4 % of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete

15 Providing and laying 25 mm thick Semi Dense Bituminous Carpet using 2810.00 M.T. 3284.10

stone chips as per MORTH gradation & VG-30 grade asphalt for mixing @

5.0% by weight of total mix for binder of bitumen including heating the

aggregate and asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller providing all materials,

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

16 Providing and laying asphalt painting on B.T. surface with bitumen VG-30 at 46963.00 Sq.m. 38.59

rate 5.00 Kg / 10.00 Sq.mt. of bitumen including spreading stone dust for

painting surface at rate of 0.03 cu.mt. / 10 sq.mt. with rolling with pneumatic

tyred roller and brushing etc. complete.

17 Providing and laying quarry spall of approved quality including spreading, 3290.00 Cum 1346.37

watering and consolidation with vibratory roller including loading and

unloading etc. complete.

18 Road marking with hot applied thermoplastic paints with reflectorising glass 4035.00 Sq.m. 367.72

beads on bitumen 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 luminance coefficient on

cement road shall be min 130 mcd/m2/lux and Asphalt road shall be min

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.

19 Supply and apply Rumble Strips Road marking with hot applied 102.00 Sq.m. 2129.08

thermoplastic paints with reflectorising glass beads on bitumen surface

providing and laying a hot applied thermoplastic compound 8 mm thick

including reflectorising glass beads @ 250gms per sqm area, thickness of

8mm 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.

20 Supply and fixing Cat eye (Stimsonite) made out of Acrilo beautile sterine 3737.00 No. 375.72

injuction high compressed molding with reflector made of MMC (prismatic

type) size 12 cms x 6 cms x 2.5 cms, provided with bituminous adhesive

g. with each unit for fixing (High Intensity grade)

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

21 Direction (Junction) Sign :- Providing and fixing sign boards made out of 1.00 No. 21287.50

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 244 x

122 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 reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 4.0mtr long (2 Nos.) 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 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 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

22 Cautionary Warning Sign :- Providing and fixing sign boards made out of 67.00 No. 3906.18

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

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 reflective sheeting of Type-4 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 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 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 Hazard Marker Sign :- Providing and fixing sign boards made out of 2mm 28.00 No. 3518.68

aluminium sheet / 3mm ACP (Aluminum composite panel) size 90 x 30 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

reflective sheeting of Type-4 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 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 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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

24 Village Name Sign :- Providing and fixing sign boards made out of 2mm 11.00 No. 6397.43

aluminium sheet / 4mm ACP (Aluminum composite Panel) size 90 x 60 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

reflective sheeting of Type-4 as per ASTM D- 4956 and latest M.O.S.T.

Specifications; 3.3mtr 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 best quality epoxy coatings in black and white bends.

The details of symbol or inscription/letters / 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 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out of 8.00 No. 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 Micro Prismatic Grade retro

reflective sheeting of Type-4 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 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 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 STOP Sign :- Providing and fixing sign boards made out of 2mm aluminium 3.00 No. 6704.36

sheet / 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 reflective

sheeting 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 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 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

third party test lab for the product offered shall be submitted

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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

27 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 55.00 No. 3711.75

aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x 50 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 reflective sheeting

of Type-4 as per ASTM D-4956 and latest M.O.S.T. specifications, 3.3 mtr.

long stand post of 75 x 75 x6mm / 65 NB Circular MS Pipe as required 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 symbol or

inscription / numerals for each board shall be 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

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.

28 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 520.00 Rmt. 4069.85

metal 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, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

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

x 5 mm, 330 mm long complete as per clause

29 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 25.00 No. 1290.56

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

letter and paints etc. complete.

30 Providing and fixing Hectometer as per I.R.C. type design including painting 89.00 No. 356.50

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

31 Dismentaling the existing structure including removing and stacking the 119.00 Cum 886.05

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

32 Excavation for foundation upto 1.5 M depth including sorting out and 975.00 Cum 189.30

stacking of useful materials and disposing of the excavated stuff upto all lead

for all sorts of soil.

33 Providing and filling in foundation with ordinary cement concrete M-100 mix 77.00 Cum 3105.11

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

34 Providing and cast in situ ordinary cement concrete M-150 mix and providing 310.00 Cum 3678.04

necessary pin headers including shuttering, scaffolding, laying, vibrating and

finishing without v-grooves (A) Height from 0.0 to 5.0 mt.

35 Providing and fixing in position I.S.I. mark T.M.T. Fe-500D bar for 17.87 M.T. 73217.52

temperature reinforcement for mass concrete pier / abutment returns

including cutting, bending and tying as required complete.

36 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with 83.00 Rmt. 3879.10

collars of required length for culverts carrying heavy traffic as per Indian

Railway Standard Specifications including setting the pipes in C.M. 1:2

watering and laying (to level of slops) of Class NP4 900mm dia.

37 Providing and filling sand around pipe including hand packing ramming, 21.59 Cum 454.49

watering, filling measure boxes etc. complete as directed.

38 Finishing wall with weather proof exterior emulsion paint on wall surface (two 317.00 Sq.m. 114.53

coats) to give an required shape even shade after thoroughly brushing the

surface to remove all dirt, dust and remains of loose powdered materials etc.

39 Numbering the C.D. work with approved paint including all materials for 12.00 No. 58.80

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

40 Providing and filling in foundation with ordinary cement concrete M-150 mix 158.00 Cum 3475.18

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

41 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 286.00 Cum 5025.06

work in piers / abutment and retaining wall as per drawing including

centering, shuttering, scaffolding where necessary laying, vibrating, curing

and finishing complete.

42 Providing and laying filter media 600 mm thick as directed at the back of 599.00 Sq.m. 1180.33

abutments and returns and wing walls as per detailed specifications.

43 Providing and laying weep hole in abutment and returning by using A.C. / 609.00 No. 82.56

P.V.C. pipes of 100 mm. diameter with laying in proper grade and jointing

etc. complete as per detailed specifications.

44 Excavation for foundation in sand, gravel, clay soft soil & murrum etc. 761.00 Cum 486.77

including shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed depth upto 3.0 mt. within all lead and lift.

45 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 253.00 Cum 4268.84

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

46 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 122.70 Cum 4374.56

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

47 Providing and fixing in position I.S.I. mark steel bar reinforcement of bar 22.10 M.T. 72601.86

grade Fe-500D (T.M.T.) including cutting, bending, hooking and tying

complete as per detailed drawings for raft slab, pier, solid slab, kerb block,

wearing coat etc.

48 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 44.00 Cum 5106.65

solid slab including centering, scaffolding, curing and finishing complete.

49 Providing and filling sand behind abutments and between return in layers as 321.00 Cum 445.41

50 Providing and fixing 'W' type safety barrier using iron channel 150mm x 75m 61.00 Rmt. 7199.28

x 5mm size erected at 2.0 Mt. center to center and providing 'W' shaped

galvanised steel sheet guard rail 3mm thick for crash barrier in single row as

per detailed drawing with fabrication and installation including providing

boring holes of 450mm dia. and 1.50 m. deep for cast in situ pile foundation

in C.C. 1:2:4 with R.C.C. tie beam of size 25cm x 25cm in C.C. 1:2:4

including cost of reinforcement at 150 Kg/cum complete and oil painting two

coats with one coat of red oxide etc. complete.

51 Providing and laying pitching on slopes laid over prepared filter media 170.70 Cum 1051.41

including boulder apron laid dry in front of toe of embankment complete as

per drawing and Technical specifications (A) Stone / Boulder.

52 Providing and laying rubble for apron (each stone weight not less than 40 86.67 Cum 1041.05

kg.) including packing and filling in the interstices with quarry spalls.

53 Earthwork for embankment including breaking clods, dressing with all lead 724.80 Cum 150.39

and lift (excluding watering and consolidation) (C) From Borrow area within

all lead and lift.

Rs. Eight Crore Twenty Six lakhs Eighty Two Thousand One hundred Twenty Two and Fifty Five Paisa Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

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 required all mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 10,000.00 must be recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dist. (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Bharuch Bharuch Bharuch