Construction of New Road Dahej bye pass to azad garden T.P. ROAD Under Bharuch Ankleshwer Urban Development Authority at Bharuch

Name Of Work :Construction of New Road Dahej bye pass to azad garden T.P. ROAD (0/0 to 1/20 km.) Under Bharuch

Ankleshwer Urban Development Authority (BAUDA) at Bharuch

Bill Of Quntity

Item No. Qty Item Description Unit Amount

Clearing and grubbing road land including uprooting rank vegetation grass

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

1 2.60 cut earlier and disposal of unserviceable materials(A) By manual means in area Hectare 80243.80 ₹

of light jungle

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

lift and including watering rolling and consolidation of subgrade in layers at

2 1980.00 O.M.C. to required dry density including filling the depression which occur Cumt. 169.44 ₹

during the process using power roller 8T to 10T.(E) From Borrow area within

Box cutting the road surface to proper slope and camber for making a base for

3 11640.20 road work including removing the excavated stuff and depositing on the road Cumt. 104.21 ₹

side slope as directed upto 50Mt.lead.

Dismantling of flexible pavements and disposal of dismantled materials up to a

4 250.00 lead of 1000 metres, stacking serviceable and unserviceable materials Cumt. 606.64 ₹

separately. (Bituminous Course)

Dismantling of flexible pavements and disposal of dismantled materials up to a

5 500 lead of 1000 metres, stacking serviceable and unserviceable materials Cumt. 92.62 ₹

separately. (Granular course)

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Construction of granular Sub base by providing coarse graded material BTMC

200 mm thick in two layers using metal 53mm to 26.5 mm@ 27.5%, aggregate

26.5 mm to 4.75 mm @ 45% and stone dusts 2.36 mm & below @ 27.5% incl.

7 3250.00 spreading in uniform layers with motor grader on prepared surface mixing by Cumt. 1207.01 ₹

mix in place method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density complete as per Clause 401.2 Table 400.1.

(Grading-I for subgrade)

Construction of granular Sub base by providing coarse graded material BTMC

200 mm thick in two layers using metal 53mm to 26.5 mm@ 27.5%, aggregate

26.5 mm to 4.75 mm @ 60% and stone dusts 2.36 mm & below @ 12.5% incl.

8 2860.00 spreading in uniform layers with motor grader on prepared surface mixing by Cumt. 1242.58 ₹

mix in place method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density complete as per Clause 401.2 Table 400.1.

Providing and laying of dry lean cement concrete Sub- base over a prepared

sub-grade 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, optimum moisture content to be

9 2600.00 determined during trial length construction, concrete strength not to be less Cumt. 2088.79 ₹

than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with

a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing.

Providing and laying of un-reinforced, dowel jointed, plain cement concrete

pavement (concrete Grade M-30) over a prepared sub base with 53 grade

cement @ 440 kg per cum, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching

and mixing plant as per approved mix design, transported to site, laid with a

fixed form or slip form paver, spread, compacted and finished in a continuous Cumt. 5848.54 ₹

operation including cost of contraction, expansion, construction and

longitudinal joints, joint filler, 200 micron separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rods, admixtures as

approved, curing compound, finishing to lines and grades as per drawing.

Supply and placing of Kerb Stone of size 600x300x150mm of VYARA make RMT. 486.98 ₹

having minimum bending strength 2 Mpa and fixing in appropriate line & level

and filling joints with cement:fine sand mortar (1:3). (For Median)

Supply and placing of Kerb Stone of size 600x300x150mm along with dished

channel of size 600x300x100mm of VYARA make having minimum bending

12 2626.00 strength 2 Mpa and fixing in appropriate line & level and filling joints with Rmt. 1364.93 ₹

cement mortar (1:3) for drainage of water to the nearest manhole of Storm

Water Drain. (For Footpath cum drain)

Supply and placing of High Strength interlocking concrete paving block (60

mm thick) of ETA shape (Unipaver) with ISI mark (IS 15658:2006) including

35mm layer of sand for levelling and shot blasted texture, wear resistant

13 3978.00 aggregates colour coordinated aggregates in face mix. Colour specified by the Sq.mt. 972.26 ₹

architect/site incharge conforming to percentage water absorption not over 6%.

Compressive strength 400 Kg/Cum. (For Footpath, Median & Parking spaces)

Renovation of manhole by increasing the height at top including cost of

excavation refitting of C.I. Manhole frame and cover curing etc. complete incl.

all carting and providing of materials which is required for the purpose (except

14 30.00 manhole frame and cover ) For all type manhole by providing RCC 1:2:4 Nos. 3407.74 ₹

Partition walls with required reinforcement 25cm thick and circular openning

with 500mm clear dia and 0.40mt. Av. Ht.

Factory-made Precast Reinforced Cement Concrete Box Culvert of internal

size 3.00 m x 3.00 m, manufactured using M-50 grade concrete having

15 50.00 required cube compressive strength, reinforced with Fe-500D TMT steel, RMT. 15,655.00 ₹

including design for 5-ton wheel load and suitable for installation under earth

cushion ranging from 0.20 m to 3.00 m above the top slab, complete in all

respects as per approved drawing, design, specification, transportation,

loading, unloading, placing, alignment, jointing, and erection at site.

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 (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 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 manufacturer’s recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 90 cms Octagone 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 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

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm

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 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

18 8.00 bends. The details of symbol foreach board shall be as per theinstruction of No. 5077.27 ₹

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 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

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 coatings in black and white

19 4.00 bends. The details of symbol foreach board shall be as per theinstruction of No. 4618.73 ₹

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 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

Distance Informatory / Destination Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 180x120 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 /

20 3.00 65NB Circular MS Pipe as required and frame fabricated from suitable size No. 20918.11 ₹

iron angle of 50 x 50 x 5mm; 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 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

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 coatings in black and white

21 8 bends. The details of symbol foreach board shall be as per theinstruction of No. 5906.48 ₹

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 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

Place Identification Sign :-Providing and fixing sign boards made out of 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 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 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

22 1.00 and white bends. The details of symbol foreach board shall be as per No. 14085.46 ₹

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

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 1.5 mm

aluminium sheet / 3 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

23 6.00 Circular MS Pipe as required and frame fabricated from suitable size iron angle No. 3666.30 ₹

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 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

Chevron sign :-Providing and fixing sign boards made out of 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

24 5.00 inscription / numerals for each board shall be as per the instruction of engineer No. 4681.35 ₹

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

Road marking with hot applied thermoplastic paints with 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 and yellow color marking should provide liminance coefficinet on

cemend road shalll 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.

Painting lines, dashes, arrows etc on roads in two coats on new work with

ready mixed road marking paint conforming to IS:164 on bituminous surface, Sqmt. 137.36 ₹

including cleaning the surface of all dirt, dust and other foreign matter,

demarcation at site and traffic control

Painting two coats of alternate black & white or black & yellow stripes as per

27 1178.45 the direction of engineer-in-charge after filling the surface with synthetic Sqmt. 91.91 ₹

enamel paint in all shades on new plastered concrete surfaces

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

28 2.00 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter No. 1290.57 ₹

and paints etc. complete

Providing and fixing Hectometer as per I.R.C. type design including painting,

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

Overhead Signs - Providing and erecting overhead signs with a corrosion

resistant aluminium alloy sheet reflectorised with high intensity

retroreflective sheeting of encapsulated lense type with vertical and lateral

clearance given in clause 802.2 and 802.3 and installed as per clause

over a designed support system of aluminium alloy or galvanised steel trestles

and trusses of sections and type as per structural design requirements and

approved plans.

30.1 4.00 A) Truss and Vertical Support Tonnes 73959.27 ₹

30.2 15.00 B) Over head sign with aluminium alloy plate Sqmt. 12537.13 ₹

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

20000 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

31 23.00 at 2.4 V in sleep-charging mode to enhance the life of the marker and a full No. 2088.68 ₹

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

Flexible Median Marker : Providing and Fixing of Flexible Median Marker that

are made of tough, high impact resistant, injection-molded, thermoplastic body

with property of flexibility to provide high durability. The dimension of

Flexible Median Marker should not exceed 18.4 cm in height(including shank

height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be

cm The body structure shall be rounded at all its corners and edges. The plastic

used for molding the Flexible Median Marker should survive impact load of

5kg continuously for 750 times at room temperature. The logo of the

manufacturer shall be embossed on either side of the body in the injection

molding process. The Median Marker shall have flame like shaped body with,

32 200.00 fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm No. 271.69 ₹

square, with fully reflective micro prismatic cube corners as its retro-reflective

elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflective sheeting shall be one or both sides of

the Flexible Median Marker and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible

Median Marker shall be fixed by a combination of epoxy adhesive and

grouting as recommended by manufacturer and Engineer in charge.

Providing and fixing cylindrical steel bollard of 0.15 mm Dia and height not

more than 1.00 m above the surface on road/ footpath spaced at 1.00 m for

restricting traffic movement with necessary bolts/welding complete as per the No. 5050.00 ₹

direction of engineer-in-charge.

Laying 450mm dia Reinforced cement concrete pipe NP4 /prestrssed concrete

pipe across road for 20m on first class bedding of granular material in double

34 72.00 row including fixing collar with cement mortar 1:2, excavation, backfilling and Meter 1890.94 ₹

PCC. (Across utility ducts)

Planting Flowering plants & Shrubs in central verge with all lead & lift, plant

type Bougainvillea & Tecoma in strip pattern & distance for planting in soil

35 0.95 mix with suitable manure must be as per IRC:SP:21-2009 or as directed by Km 57915.42 ₹

engineer in-charge

Supply at site of work Yellow garden soil from any available source, approved

by the engineer in charge including screening and stacking & Spreading good

36 190.95 Yellow Earth (Spreading and good Yellow earth in required thickness Cumt. 41.57 ₹

Filling available excavated earth (excluding rock) in trenches. plinth,

37 10907.45 sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating Cumt. 130.40 ₹

each disposited layer by ramming and watering.

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

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slope) of I.S. 458 / 1971 Class NP3 casted by vertically

38 2500.00 vibrated technology of 600mm internal diameter incl. excavation of trench for Rmt. 2527.12 ₹

laying pipe, providing 150mm thick sand bed before laying pipes and

backfilling the excavated earth.

Constructing a brick masonry chamber for Storm Water Drain of PCC base

0.15m thick, length 1.5m, depth 1.5m, bottom width 1.5m and top width 1m

with C. I. manhole cover on top slab of PCC (1:2:4) and water inlet points from

39 50.00 Main carriageway and service road consisting of P.V.C. pipe (10kgf/sqm) of Nos. 15958.00 ₹

110mm diameter, C. I. Nahni trap and C. I. grating of 100mm diameter

complete as per technical specifications.

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

Deduct………% below Add………% Above

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

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

3 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

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

Deputy Executive Engineer Divisional Account Officer Executive Engineer

BAUDA BAUDA BAUDA

Bharuch Bharuch Bharuch