CONSTRUCTION OF NEW ROAD AT GANESH NANDAN TO ADJOINNING TAVRA T.P. ROAD (0/0 TO 1/20 KM) UNDER BHARUCH ANKLESHWER URBAN DEVELOPMENT AUTHORITY (BAUDA) AT BHARUCH

Name Of Work : CONSTRUCTION OF NEW ROADAT GANESH NANDAN TO ADJOINNING TAVRA T.P. ROAD

(0/0 TO 1/20 KM) UNDER BHARUCH ANKLESHWER URBAN DEVELOPMENT AUTHORITY (BAUDA) AT

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

1 0.96 stumps of trees cut earlier and disposal of unserviceable materials(A) Hectare 80243.80

By manual means in area 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 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

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

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

3 6004.00 side slope as directed upto 50Mt.lead. Cumt. 104.21

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

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

4 84 row including fixing collar with cement mortar 1:2, excavation, backfilling and Rmt. 1890.94

PCC. (Across utility ducts)

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

5 2400.00 vibrated technology of 900mm internal diameter incl. excavation of trench for Rmt. 3693.55

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

backfilling the excavated earth.

Construction of 100 mm thick Compacted Granular Sub Base (Grade-V,

Crushed BT Material of 53 mm to 26.50 @ 35%, 26.50 mm to 4.75 mm @

50%, Below 2.36 mm @ 15%) by providing Close Graded Matrial, Mixing in

a Machanical Mix Plant at OMC, Carriage of a Mix Material to Work site,

6 1200.00 Spreading uniform Layers with motor Grader on Prepared surface and Cumt. 1221.09

Compacting With Vibratory Power roller to Achieve desire Density, Complete

Construction of 100 mm thick Compacted Granular Sub Base (Grade-1,

Crushed BT Material of 53 mm to 9.5 @ 50%, 9.5mm to 2.36 mm @ 20%,

Below 2.36 mm @ 30%) by providing Clos Graded Matrial, Mixing in a

Machanical Mix Plant at OMC, Carriage of a Mix Material to Work site,

7 1200.00 Spreading uniform Layers with motor Grader on Prepared surface and Cumt. 1468.88

Compacting With Vibratory Power roller to Achieve desire Density, Complete

Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam 100 mmspecification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by tipper to

8 1200.00 site, laying in uniform layers with paver in sub- base / base course on well Cumt. 1380.69

prepared surface and compacting with vibratory roller to achieve the desired

Providing and applying primer coat with SS1 grade bitumen emulsion on

prepared surface of granular Base including clearing of road surface and

9 12000.00 spraying primer at the rate of 0.70 kg/sqm using mechanical means. Sqmt. 86.18

Providing and applying tack coat with bitumen emulsion using emulsion

pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous

10 12000.00 surface cleaned with mechanical broom. (Tack Coat on WMM treated with Sqmt. 16.89

Providing and laying 50 mm D.B.M. in One layer with B.T. Aggregate as per

MORT&H specification use rapid setting Emulsion bitumen binder RS-1 @

rate of 2.5 Kg / 10 Sqm as Tack coat and Bitumen VG-30 Grade for mixing @

45.00 Kg./MT. ie. 4.5 % by total weight of mix heating and mixing the

aggregate & asphalt in continuous batch mix plant and transporting to site and

spreading the same by sensor paver finisher & consolidation with vibratory

roller including providing all materials equipments, tools & plant, fire wood, MT 4351.76

oil, kerosene, labour charges etc. complete using contractor's own machinery

batch mix plant & sensor paver finisher etc. complete (Grading - II)

Providing and laying 30 mm thick Bituminous concrete using crushed stone

aggregate BT chips as per required gradation with 5.4% VG-30 grade by Wt.

of total mix as per specification MORTH including mixing of asphalt with B.T.

chips in continuous batch mix plant transporting same as by paver finisher

and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller

cost of required tools , plants, all machineries, equipment fire wood , oil,

kerosene, charges etc. complete. (Grading-II)

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

channel of size 600x300x100mm of VYARA make having minimum bending

strength 2 Mpa and fixing in appropriate line & level and filling joints with

13 2000.00 cement mortar (1:3) for drainage of water to the nearest manhole of Storm Rmt. 1078.68

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

aggregates colour coordinated aggregates in face mix. Colour specified by the

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

manhole frame and cover )

For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular openning with 500mm clear dia and

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 Main carriageway and service road consisting of P.V.C. pipe

(10kgf/sqm) of 110mm diameter, C. I. Nahni trap and C. I. grating of 100mm

diameter complete as per technical specifications.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6

mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2- Coarse sand :4-stone aggregate 20mm

nominal size) finished smooth complete including curing and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

17 40.00 560mm diameter total weight of cover and frame to be not less than 128 kgs. Each 23441.74

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth

2.25 Metre for 150mm diameter sewer

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 +/-

18 723.00 degree. The strength of detachment of the integrated cylindrical shanks, (of Each 326.23

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-

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

19 4.00 site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including No. 7213.42

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

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

20 7.00 of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x No. 5077.27

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

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

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

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

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

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

23 1071.00 cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 Sqmt. 367.73

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

the direction of engineer-in-charge after filling the surface with synthetic

24 780.00 enamel paint in all shades on new plastered concrete surfaces Sqmt. 89.89

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

25 2.00 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter No. 1290.58

and paints etc. complete

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

26 2.00 lettering etc. complete.(ii) Fixing in C.C. 1:5:10 No. 356.50

Rupees In Word: Three Crore Fourty Two Lacs Twelve Thousand Three Hundred Ninety Rupees 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

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

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