Road Work

NAME OF WORK : MUJPUR APPROACH ROAD KM. 0/0 TO 4/2 (WIDENING FROM 7M TO 4 (FOUR)

LANE),TA.PADRA, DIST.VADODARA OF GUJARAT STATE.(SH)

Bill of Quantity

Item of work Quantity Unit Amount

Diversion of watercourse / providing cofferdam and

bund or island as may be necessary for foundation and

1 maintaining the same for the period as may be 5.00 Each 25000.00

Excavation for foundation in sand , gravel , clay soft

soils & murrum etc. including sorting and strutting and

2 dewatering as necessary and disposing of excavated

stuff as directed. With all lead & lift.

(A) Depth upto 3.0 M.

Providing & filling in foundation as base course with

ordinary cement concrete of M 15 mix and providing

3 necessary vertical pin headers including formwork 467.80 Cu.m. 3677.41

vibrating ramming & curing complete.

Providing and casting in situ controlled cement concrete

M-35 for R.C.C. box, Approach slab & Retaining Wing

4 wall as per drawings including centering huttering,

scaffolding where necessary, laying vibrating, curing

and finishing complete.

Height from 0 to 5 mt

Providing and fixing in position Fe-550D TMT bar

reinforcement including cutting, bending, hooking,

5 tying and welding complete and including forming the 156.41 M.T. 81325.81

cage and lowering it in position.

Providing and casting in situ controlled cement concrete

of M 40 for average 100 mm thick wearing coat laid as

6 directed including tamping vibrating finishing curing 48.02 Cu.m. 5547.93

and filling in joints with bitumen complete.

Reinforced Cement Concrete Crash Barrier (Provision of

an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-

550D TMT reinforcement with fusion bonded epoxy

coating conforming to IRC:21 expansion joints filled

7 with pre-moulded asphalt filler board, keyed to the 24.00 Rmt. 8435.52

structure on which it is built and installed as per design

given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations

directed by the Engineer, all as specified).

Providing G.I. 100 mm. diameter water spouts including

8 necessary iron gratings as per drawings. 20.00 Each 536.03

Providing & laying weep hole in Abutments, and returns

by using A.C. pipe of 100mm including laying in proper

9 grade and jointing the completed as per detailed 348.00 Each 84.63

Providing and laying - Fitter Media 600mm thick

10 directed at the back of abutments, returns and wing 531.00 Sq.m. 1209.85

walls as per detailed specifications.

Item of work Quantity Unit Amount

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry in

11 front of toe of embankment complete as per drawing 1906.52 Cu.m. 1051.41

and Technical specifications

Providing and laying rubble for apron (each stone

12 weighing not less than 40 Kg.) including hand packing 160.13 Cu.m. 1067.08

and filling in the interstices with quarry spall.

Providing and laying Filter material underneath pitching

13 in slopes complete as per drawing and Technical 476.67 Cu.m. 877.69

Providing and filling Grannular material of C=0Kg/Sq.

14 ∅>30 of layer of 900mm thickness in Layers including 772.74 Cu.m. 583.59

ramming and watering complete.

Providing and laying of Extruded Bioaxial Polypropylene

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

15 strips,nuts & bolts and loops/lugs for joining reinforcing 630.00 Sq.m. 249.07

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

Clearing and grubbing road land including uprooting

rank vegetation , grass , bushes , shrubs , saplings and

trees of girth upto 300 mm removal of stumps of trees

16 cut earlier and disposal of unserviceable materials (I) 11.40 Hectare 28455.09

By Mechanical means in area of light jungle.

Box cutting the road surface to proper slope and

camber for making a base for road work including

17 removing the excavated stuff,Scarifying and depositing 86133.00 Cu.m. 106.81

on the road side slope as directed upto 50Mt.lead.

Back filling between returnwall shall be selected soil

having properties as C=0Kg/Sq. ∅=35° for embankment

including breaking clods dressing With all lead and lift

and including watering, rolling, and` consolidation of

18 subgrade in layers at O.M.C. to required dry density 4989.00 Cu.m. 456.55

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From

Borrow area With all lead & lift.

Laying and spreading available soil in the sub-grade on

a prepared surface, pulverising, mixing the spread soil

in place with Soil Stabilizer with 2 per cent slaked

Cement using Binder spreader Machine, having

19 minimum content of 70 per cent of CaO, grading with 38515.00 Cu.m. 700.84

motor grader and compacting with the road roller at

OMC to the desired density to form a layer of improved

Removing of existing bituminous layers up to required

width and depth by using Cold milling machine

20 including hauling and stock piling excavated material as 2945.81 Cum 631.56

and where directed etc. complete.

Item of work Quantity Unit Amount

Construction of 150 mm thick compacted coarsed

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 53 mm to

21 including spreading in uniform layer with motor grader 10149.10 Cu.m. 1879.51

on prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

Construction of 150 mm thick compacted coarsed

granular subbase (Grade-I crushed B.T materials of

,Below 2.36 mm @ 20 %) 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

Providing and laying wet mix base course macadam

mm in Two layer (each layer-125mm) using machine

crushed chips as per required gradation mixing with

required optimum quantity of water conveying the mix

23 to site and spreading to grade and camber with 16351.30 Cu.m. 1755.38

mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and

equipment etc. complete.

Providing and laying 110 mm thick DBM (55m thick in

two layer) using crushed stone aggregate BT chips as

per required gradation and using emulsion asphalt as a

tack coat @ 2.5 kg / 10 sqmt and the VG 40 grade

asphalt at 45 kg/MT)by total weight of mix hot laid

process using batch mix plant including heating and

24 mixing asphalt & materials by hot mix process 17110.50 M.T. 3718.82

transporting the mix and laying by paver finisher

including consolidation with vibratory roller including

cost of material, labour, machinery equipment and fuel

, oil , lubricant for plant and machinery using

contractor's own plant and machineries & filler (2%)

Providing and laying 40 mm Bitumen concrete using

crushed stone aggregate BT chips & filler etc. as per

required gradation and using the VG-40 grade asphalt

at 54 kg/MT)by total weight of mix hot laid process

using batch mix plant including heating and mixing

asphalt & materials by hot mix process transporting the

25 mix and laying by paver finisher including consolidation 6492.60 M.T. 3917.90

with vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries complete.

Providing and applying priming coat with emulsion SS1

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of

26 asphalt and preparing the surface heating and applying 67630.50 Sq.m. 58.89

Item of work Quantity Unit Amount

Providing and applying tack coat with emulsion RS1

grade at the rate of 2.50 kg/ 10 Sq.mt. including cost of

27 asphalt and preparing the surface heating, and applying 19738.80 Sq.m. 17.68

Construction of dry lean cement concrete Sub- base

over a prepared sub-grade or drainage layer with

coarse and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table 600-1,

cement content not to be less than 150 kg/ cum,

28 optimum moisture content to be determinedduring trial 669.00 Cum. 3518.84

length construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a paver finisher with

electronic sensor, compacting with 8- 10 tonnes

vibratory roller, finishing and curing as per clause

of specification complete in all respect.

Construction of un-reinforced, dowel jointed, plain

cement concrete pavement with M-40 grade concrete

over a prepared sub base with cement coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed ina

batching and mixing plant as per approved mix design,

transported to site, laid with electronic sensor slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction,32 mm mild

steel dowel bars of grade S 240,12 mm deformed steel

29 tie bars of grade S 415,Separation Membrane of 1848.00 Cum. 6617.52

impermeable plastic sheeting 125 micron thick

(including 5% Overlap),Plastic sheath,1.25 mm thick for

dowel bars, expansion, construction and longitudinal

joints, joint filler, separation membrane,sealant

primer,joint sealant, debonding strip,admixtures as

approved,curing compound, finishing to lines and

grades & including rubber sheet as per drawing asper

Providing and laying Compacted of Specified quarry

Spall including carraige of material and spreading on

30 prepared base including compacting as per MOST 75.00 Cum. 1178.67

Specification etc... complete.

Road marking with hot applied thermo plastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includlng reflectorsing glass

beads@ 250 gms 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 sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color

31 marking should provide liminance coefficent on cement 1969.98 Sq.m. 367.73

road shall be min 130mcd/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 resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

Item of work Quantity Unit Amount

Supply and Apply Rumbble Strips Road marking with

hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

32 reflectorising glass beads @ 250gms per sqm area, 158.00 Sq.m. 2186.65

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.

Direction (Junction) Sign :-Providing and fixing sign

boards 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 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 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

33 coatings in black and white bends. The details of 3.00 Each 26572.09

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 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

Cautionary Warning Sign :-Providing and fixing sign

boards made 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

34 bestquality epoxy coatings in black and white bends. 10.00 Each 5077.27

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 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

Item of work Quantity Unit Amount

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 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 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

35 coatings in black and white bends. The details of 4.00 Each 5906.48

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 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

Hazard Marker Sign :-Providing and fixing sign boards

made out 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

36 coatings in black and white bends. The details of 14.00 Each 3666.30

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 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

Item of work Quantity Unit Amount

Regulatory / Mandatory Sign :-Providing and fixing sign

boards 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

37 coatings in black and white bends. The details of 6.00 Each 4618.73

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 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

Route Marker sign :-Providing and fixing sign boards

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 60x45 cm rectangular

plus 30x25cm additional plate 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; 3.6 mtr long stand post of 75 x

75 x6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35x

x 3mm;painted with bestquality epoxy coatings in black

38 and white bends. the details of symbol or inscription / 3.00 Each 5108.58

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 x45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision

of engineer in charge. Awarranty 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

Providing and fixing hectometer as per I.R.C. type

39 design including painting lettering etc. complete fixing 28.00 Each 356.50

Item of work Quantity Unit Amount

Cat Eye / Road Stud / RPM: Supplying of Molded Twin

Shanks 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,

mm and 130 mm and with minimum reflective area of

40 13 Sqcm on each side and the slope to the base shall 1964.00 Each 326.23

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.

Providing and fixing ordinary Kilometer stone of

approved hard stone as per I.R.C. type design in

41 C.C.1:4:8 including painting and lettering etc. complete 3.00 Each 891.53

(For N.H., S.H. and M.D.R.)

Providing and fixing 5th Kilometer stone of approved

hard stone as per I.R.C. type design in C.C. 1:4:8

42 including painting and lettering etc. complete (For 2.00 Each 1175.56

N.H.,S.H. and M.D.R.)

Blinkers : Providing & fixing solar power road traffic

flasher/blinker ( 24 hour operations) having 300 mm

round light source, cluster of high intensity ultra bright

LED visibility greater than 500mtr red or amber or as

required. Flashing duty cycle 50% operation for

hours located 3.0mtr above thr ground level on post of

43 80NB MS Post,design in line with IS 7537-1974 2.00 Nos 9014.25

specification of road traffic signals Solar model 12 V,

20WP/124 , 40W,Battery 12 V 60Ah/12 V 110 AH.

Operating temparature 0 to 50 C, Humidity 93% EH

(NC) complete with Installation.

Item of work Quantity Unit Amount

Solar Stud: Supplying of Solar Raised Pavement Markers

made of polycarbonate molded body with circular

shape,solar powered, LED self illumination in active

mode, 360 degree illumination and reflective panels

with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face in

passive mode. The marker shall support a load of

kg tested in accordance to ASTM D 4280. The marker

should be resistant to dust and water ingress according

to IP 65 standards and should withstand temperatures

in the range of 0 C to 70 C. Color of lighting could be

provided in red or yellow (amber) as per requirement

and typical frequency of blinking is 1 Hz. There should

be current losses of less than 20 micro-amperes at

V in sleep-charging mode to enhance the life of the

marker and a full charge should provide for a minimum

autonomy of 50 hours. The height, width and length of

the marker shall not be less than 10 mm x 100 mm x

100 mm. Also, the surface diameter of the marker shall

not be less than 100 mm respectively. The weight of

the marker shall not exceed 0.5 Kilograms. 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

complete as directed by the engineer

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc. complete.

Item of work Quantity Unit Amount

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) 24,92,23,060.59 (in words) Rs. Twenty Four Crores Ninety Two

Lacs Twenty Three Thousand Sixty & Paise Fifty Nine Only.

(C)Net Tendered Amount (A-B) (in figure) ………………………………(in words)…...................…………………

Note 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.

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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.

Deputy Executive Engineer Divisional Accounts Officer Executive Engineer

District (R & B) Sub Division-1 District (R&B) Division District (R&B) Division

Vadodara Vadodara Vadodara